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2485 DRUID RD0 MAY 2 3 2006 NT SERVICES DEPT I i% .1_FARWATER LAND CLEARING & GRUBBING PERMIT CITY OF CLEARWATER PLANNING DEPARTMENT (727) 562 -4741 DATE RECEIPT NO. Permit applicable for 6 months from date of approval. In accordance with the Community Development Code, I hereby apply for permit to land clear and /or grub the - property described below. 0 1. Location of Property: 2485 - Druid Road (Parcel ID # 18/29/16/00000/430 /0100; 18/29/16/00000/430 /0200) 3 2. Project Name: Treetops II 3. Purpose of clearing and /or grubbing: C(New Construction a Demolition D Tank Removal ❑ Other 4. General description of existing vegetation, topography, and surface water (including all existing and /or proposed ditches, canals, and swales) Oak and pine flatwoods community with native grasses and palmetto bushes and ruderal grasses as understory. 5. Proposed method of debris disposal Excess Grubbing and tree material to be hauled from site. Some Grubbing material to be b. Date you plan to begin work July 2006 mixed with clean soils and used as fill in transition or bermed areas. 7. Proposed method of soil erosion control Staked Silt Screen, Hay Bales, Floating Turbidity Barrier and soil stabilization to be used in accordance with the approved Sediment & Erosion Control Plan. 8. a No -Tree Verification Required if Tree Removal Permit Required I AM AWARE AND UNDERSTA ENTS OF ARTICLE 3, DIVISION 12 REGARDING TREE PROTECTION DURING CONS LE , IVISION 7 OF THE COMMUNITY DEVELOPMENT CODE REGARDING EROS[ O C 13825 ICOT Boulevard, Suite 605 ig ure a resentative Address Sean P. Cashen, Authorized Representative Clearwater FL 33760 Printed Name City state Zip Gulf Coast Consulting, Inc. Representatives' Firm _(727) 524 -1818 (727) 432 -0365 Telephone Cell Applicant must include Aerial Photograph or Scaled Site Plan showing g property boundaries and limits of work. This is NOT a Tree Removal Permit. DO NOT WRITE BELOW THIS LINE Land Resource Comments: Based on the above comments and information submitted, the above clearing & grubbing application is: Q Approved As Submitted ❑ Approved - Modified As Noted Above ❑ Denied Signed: Date: City Manager or Designee CLEARWATER Brian J. Aungst, Mayor - Commissioner Hoyt Hamilton, Commissioner Whitney Gray, Commissioner Frank Hibbard, Commissioner 1362 -0002 -GC white - Planning Department Yellow - Applicant Bill Janson, Commissioner CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES TREE REMOVAL PERMIT T NAME OF OWNER Samter Homes, LLC. SITE ADDRESS 2485 - Druid Road (Parcel ID Nos. 18/29/16/00000/430 /0100; PHONE (813) 873 -1950 18/29/16/00000/430 /0200) OWNER'S ADDRESS 301 S. MacDill Avenue Tampa FL 33609 LOCATION OF TREE(S) ON LOT See Construction Plans SPECIES AND NUMBER OF TREE(S) See Constructiort PlaRr. TO APPLICANT: A non - refundable fee of $1 be removed, plus $3.00 for removed is required. A) CONSTRUCTION 1. For new construction, additions or other modificc a site plan is required. This site plan must have a min site plan must include: REASON FOR REMOVAL: Id Construction • See "A" below • Hazardous • Declining • Dead • Other (Specify) above 5 to be I I y MAY 2 3 2006 )' Fee Rec'd. $ Date removal of a protected tree(s), lots, or 1 " =50' for all others. The a. Major Changes of Grade f. Proposed Number of Parking Spaces j. All Protected Trees including: b. Structure Locations g. Proposed Underground Utilities (I.) Diameter of 4.5' above grade (DBH) c, Driveways and Walks h. Zoning Setbacks (ii.) Surveyed Location d. Parking Arrangement i. All easements and Rights -of -Way (iii.) Species e. Required Number of Parking Spaces (m) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations 2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain intact during construction. The barriers must meet City Specifications. iB) REPLACEMENTS 1. Tree replacement minimum standards: 10' overall height, 2.5" caliper, Florida Grade #1. See Inspectors note below to determine the number of replacement trees required. Replacements required within 30 days. I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought to be removed is wholly on property owned by the above - identified property owner, and should it be determined that the tree(s) are located who or partially on 'W wned by some other person, then, I agree to hold the City of Clearwater harmle rr oval of such tree(s). I hereby certify that this application together with any pia e esets concerning the proposed removal of the tree(s). Any deviation from t u e considered a violation of the Community Development Code. / Slgna ner o cant 13825 ICOT Boulevard Suite 605 Address Clearwater FL City State Sean P. Cashen Authorized Representative Printed Name Gulf Coast Consulting Inc. Agency Representing OCL # 33760 (727) 524 -1818 (727) 524 -6090 Zip Phone /Cell Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Designated Agent Inspector's Comments: Required Replacement Trees: Applicable Code Section: Based on the Inspector's comments and information submitted, the above removal application is: ❑ Approved as Submitted ❑ Approved - Modified as Noted Above a Denied Signed: Community Development Coordinator or Designee /Inspector Date: Valid for six months from the date of issuance. .. •.. ..•.•.. ..•+ u0.1i,...D1..nn1— 9. V.11— ,- Annlinnnt Rev. 2103 Z D Cn D M t Peter Bennett Samter Homes, LLC 305 South Mac ®ill Avenue R Tampa, Florida 33609 August 22, 2005 RE: Tree Tops II Tree Assessment Dear Mr. Bennett: ENGAGEMENT As you requested, I have completed my assessment of the referenced property. ASSIGNMENT My assignment was to inventory and assess each subject tree as annotated on a provided tree survey in accordance with the City of Clearwater's tree grade requirements, record each subject tree's grade onto the provided survey, and provide a written report of inventory and tree assessment. There are 9 trees which are # 0, 1, or 2 (highlighted in pink on the attached survey), 409 trees which are # 3 (highlighted in yellow on the attached survey), and 2 trees which are # 4 (highlighted in blue on the attached survey). In addition, there is 1 cabbage palm (Sabal palmetto) with fifteen feet (15') or more of clear trunk. Following is an explanation of the rating system which was used: CITY OF CLEARWATER TREE RATING SYSTEM 0 Dead, require removal 1 Poor (nearly dead, hazardous), require removal 2 Below Average (declining, diseased, poor structure, potential hazard), require removal. 3 Average (worthy of preservation but has some minor problems, minor decline, tip die -back, minor inclusion) problems can be corrected. 4 Above Average (rather healthy tree with very minor problems) 5 Outstanding (very healthy) 6 Specimen (unique in size, age, exceptional quality) Trees rated 0 -2 should be removed because they pose a hazard, no replacement required, trees rated 3 are worthy of preservation but could be sacrificed to allow additional preservation requirements for trees rated 4 -6, trees rated 4 -5 should 1015 Michigan Avenue 4 Palm Harbor, FL 34683 • (727) 786 -8128 0 (727) 789 -1697 Fax r - =g Renaissance Oaks Tree Assessment August 22, 2005 Author. Joseph R. Samnik Certified Arhorist #SC -0408 Certified - Bureau of Entomology, #7774 ` Page 2 receive most of the attention for preservation. Great efforts must be made to preserve these trees, and trees rated 6 (very rarely used) are trees that cannot be removed. Please advise if I may be of further assistance to you in this matter. I affirm that my opinions have been made in total good faith, based on the facts presented during my inspection, with no coercion from others. I further affirm that I have no interest with the parties or people involved with this issue nor any interest with regard to the outcome. Sincerely, J p R. Samnik J S /abh I TREE TOP 11 Author: Joseph R. Samnik TREE ASSESSMENT August 22, 2005 COMMON NAME SIZE LQUANTITY I !CONDITION OAK -- ---------- — 0 OAK OAK 16" DIA 112" DIA 0 OAK 115", 8" DIA PINE 113" DIA 115" DIA 2 OAK PINE DIA 18" DIA i 1 - -1 i 2 2 PINE CABBAGE PAI 11 115" DIA 10" DIA - 1 2 3 16" DIA 3 CITRUS 14" DIA 3 CITRUS 14" DIA --lL- 3 OAK 16" DIA 1 —3 OAK `F DIA 1 i 3 OAK L5" DIA 1 3 OAK 17" DIA OAK OAK OAK OAK 4", T DIA 15" DIA 15" DIA Z' DIA 1 1 - 11 i - - - - 3 3 3 -3 OAK 17" DIA i 1 �---------- OAK '5" DIA _ 3 OAK �5" DIA 1 3 OAK 15" DIA, 3 OAK OAK 14" DIA 14" DIA i 1 1 i 3 3 OAK 18" DIA 1 3 OAK 14" DIA 3 OAK 16", 7" DIA 3 OAK 16" DIA 1 i 3 OAK 5" DIA 3 OAK 18" DIA 3 OAK - OAK ---- ----- - 115", 6" DIA 112" DIA 1 1 -- - - -- 3 3 OAK 7" DIA 1 3 OAK 125" DIA 1 3 OAK 113" DIA I i 3 OAK OAK - 1 15" DIA 8" DIA 3 3 OAK 16" DIA 3 OAK OAK Y , 6" DIA 7" DIA ------------------------ - - - - -- 3 3 OAK 119" DIA 3 OAK '5" DIA 1 j 3 OAK 19" DIA 1 3 OAK OAK 19" IT, DIA DIA 1 3 3 OAK DIA 3 OAK T DIA j 11 3 ,OAK 17" DIA 3 Page 3 1 TREE TOP 11 Author Joseph R. Samnik TREE ASSESSMENT August 22, 2005 COMMON NAME - -- IQUANTITY CONDITION OAK _LSVE IA 14" DIA_ -3 OAK 18" DIA 3 OAK 18" DIA 3 OAK 117" DIA 3 OAK 14" DIA 3 OAK 16" DIA 3 OAK 4", 511 DIA 3 OAK 14" 10" DIA 3 OAK 119" DIA 3 OAK 16" DIA 3 OAK 113" 3 OAK 14" DIA 1r, 3 OAK - - - - - -I 5" DIA 3 OAK 18" DIA 3 OAK j4", 4" DIA 3 OAK 15" DIA 3 OAK 1" 511 DIA 1, 1 3 OAK 7 DIA 3 OAK 112" DIA 1 I 3 OAK 14" DIA 3 OAK 18" DIA 1 3 OAK 16" DIA 1 3 OAK 15" DIA 1 3 OAK 3 OAK 8" DIA 1 3 OAK 6" DIA 3 OAK i6" DIA 1 3 OAK 115" DIA 3 OAK 14" DIA OAK 17" DIA 11 3 OAK '14" DIA 3 OAK i8" DIA 3 OAK 14" DIA 1 3 OAK 1;6" DIA 1 3 OAK 15" DIA 1 3 OAK 18 DIA 3 OAK j9" DIA 3 OAK 10" DIA 3 OAK 18" DIA 3 OAK 117" DIA 3 OAK 14" DA 3 OAK 17" DIA 3 OAK 1, DIA 3 OAK 112" DIA 1 3 OAK 17" DIA 3 OAK 111 ", 12" DIA 3 OAK 18" DIA 3 OAK 12", 4" DIA 17" i 3 OAK DIA 1 3 OAK 15", 6" DIA 3 1OAK 14" DiA 11 3 Page 4 TREE TOP 11 Author. Joseph R. Samnik TREE ASSESSMENT August 22, 2005 COMMONNAME ____LWVE 'QUANTITY ICOh ITION OAK OAK 15" DIA �T DIA 1 3 3 OAK 15" DIA 3 OAK 16" DIA 1 3 OAK 14", 4" DIA 3 OAK 3 OAK F DIA 17", 8" DIA - -- r - -- -- - -- 1 L 3 3 OAK OAK OAK 8" DIA IF DIA 17" DIA 1 J,F 3 3 3 OAK 1; 12" DIA 3 OAK DIA 3 _ OAK ---- ------ 4" DIA OAK 111" DIA 1 j —3 OAK 15" DIA 3 OAK 118" DIA OAK - - - -; OAK _ 6" DIA 12" DIA 1 - - - - -- 3 3 - OAK 12" DIA —--- OAK OAK OAK IF DIA 14" DIA T' DIA 3 3 3 OAK 110" DIA 3 OAK 6" DIA --- - - - - -- 1 3 OAK j9" DIA 3 OAK 15", 8" DIA 1 3 OAK 19" DIA 3 OAK 5" DIA 3 OAK 10" DIA 3 OAK 12" DIA j 1 3 OAK 18" DIA 1 3 OAK 18" DIA 3 OAK OAK OAK OAK 16" DIA 15" DIA 15" DIA 8", 10" DIA 1 1 —3 3 3 OAK !4", 4" DIA j 1 3 OAK OAK OAK OAK 12" DiA 12" DIA 18" DIA 9" DIA j 1 3 3 3 3 OAK 16" DIA 3 OAK 16" DIA 3 OAK 19", 9", 12" DIA 3 OAK OAK 18" DIA 18" DIA 3 3 OAK DIA 1 -3 OAK OAK 18" DIA T' 10" 12" DIA 1 I i ------ - - - - -- 3 3 IOAK IF DIA Page 5 TREE TOP 11 Author. Joseph R. Samnik TREE ASSESSMENT August 22, 2005 COMMON NAME ISIZE (QUANTITY 'CONDITION OAK 7" DIA 3 OAK 14", 6", 9" DIA 3 -- — -------- OAK OAK 15", 5" DIA !6" DIA 3 3 OAK 16", 6" DIA 1 i 3 OAK 19" DIA 3 OAK T DIA 1 3 OAK 9" DIA 3 OAK 16" DIA 1 3 OAK OAK A" DIA 17" DIA 3 3 OAK OAK OAK OAK OAK 15" DIA 118" DIA IA 16" DIA 16" DIA 1 3 3 3 3 3 OAK j4", 5" DIA 3 OAK 16" DIA 3 OAK OAK OAK OAK 16" DIA 10" DIA 18" DIA 7" DIA 1 3 3 3 3 OAK OAK 13" DIA DIA 3 3 OAK iF DIA 3 AK OAK IF DIA iF DIA I 1 3 3 OAK OAK F DIA 5" DIA 1 -3 3 OAK 5' DIA 11 OAK 15" DIA 1 3 OAK T DIA 1 3 OAK -4 iT DIA i 1 3 OAK OAK 16" DIA IT DIA 1 3 3 OAK T DIA 3 OAK i 16" DIA 3 OAK iT DIA I 3 OAK OAK 16" DIA 16" DIA 11 1 T 3 3 OAK '6" DIA 1 3 OAK 4" DIA I 3 OAK 14" DIA 1 3 OAK OAK 14" DIA 15" DIA 1 i 1T 3 3 OAK F DIA 11 3 OAK OAK IF DIA 5" DIA j 1 i 3 3 OAK OAK - -1, I'S FDIA IF DIA ------- - - - 3 - -- 3 ,OAK IF DIA 1 I 3 Page 6 TREE TOP 11 Author. Joseph R. Saar nik TREE ASSESSMENT August 22, 2005 COMMON NAME !SIZE iQUANTITY ICONDITION OAK 15" DIA 3 OAK 15" DIA 3 OAK :4" DIA 3 OAK i4" DIA 3 OAK 14" DIA 3 OAK 14" DIA 3 OAK DIA 3 OAK T DIA 3 OAK T DIA 1 3 OAK T' DIA --- - - - -- 3 OAK 3 OAK T DM 3 OAK 17" DIA 3 OAK IT DIA 1 3 OAK 7' DIA 3 OAK 17" DIA 3 OAK ;T' DIA 3 OAK �T DIA 3 OAK IT' DIA i 3 OAK 3 OAK 17" DIA I I 3 OAK 7' DIA 1 3 OAK IT DIA 3 OAK T' DIA i 1- rt------- - - - - -- 3 AK OAK - -- T DIA 1 3 OAK ---------- - DIA OAK 7' DIA 3 OAK 17" DIA 3 OAK i 7" DIA 1 3 OAK 1 18" DIA - -41 3 OAK 18" DIA 1 IT 3 OAK 18" DIA 11 3 OAK 18" DIA 3 OAK J 8" DIA 3 OAK i8" DIA 3 OAK -i i8" DIA OAK 18" DIA 3 OAK i8" DIA 3 OAK 18" DIA 11 3 OAK 18" DIA 3 OAK 118" DIA 3 OAK DIA 3 OAK 18" DIA __ - -... - - - -- 3 OAK 18" DIA 1 3 OAK 8" DIA 3 OAK 18" DIA 1 3 OAK 118" DIA 3 OAK 10" DIA 1 3 OAK 10" DIA OAK 10" DIA - — ----------- - - - - -- 3 [OAK 10" DIA 3 Page 7 TREE TOP 11 Author. Joseph R. Samnik TREE ASSESSMENT August 22, 2005 COMMON NAME QUANTITY 1NDITION CO OAK --,SIZE 10" DIA 1 3 OAK OAK 10" DIA DIA 3 3 OAK _ 10" DIA 1! 3 OAK 10" DIA 3 OAK 10" DIA 11 3 OAK 10" DIA 3 7', 8" DIA 1 3 OAK OAK !4", 6" DIA 16", 8" DIA 1 1 3 3 OAK i6", 61' DIA 1 j 3 OAK !9" DIA 3 OAK i3", 5" DIA I 3 OAK 15", 8" DIA i 3 OAK 16" DIA 1 3 OAK------------------- - - - -16 , 7" DIA 1 3 OAK i4" DIA 1 3 OAK 17" DIA j 1 3 OAK 12" DIA 1 ------------- 3 OAK OAK, F DIA 10" DIA 1 1 3 3 OAK 10" DIA 3 OAK 15" DIA 1 3 OAK �5" DIA 1 3 OAK OAK !i 5" DIA 5" DIA 1 1 i 3 3 OAK 115" DIA j 1 3 OAK 5" DIA 1 3 OAK �5" DIA 1 3 OAK F DIA OAK 15" DIA 1 3 OAK i5" DIA 3 OAK 15" DIA I i 3 OAK 15" DIA OAK i6" DIA _ 3 OAK 15" DIA 3 OAK OAK 123" DIA i4", 5" DIA J! i 3 OAK 18" DIA 1 3 OAK i6" DIA 3 OAK 51t, 6", 9" DIA 1 3 OAK 17" 10" DIA 1 3 OAK l' DIA 3 OAK OAK '6" DIA 16" DIA 1 1 3 3 OAK DIA 11 3 OAK 16" DIA 3 OAK V' DIA 1 3 OAK OAK 16 DIA 6" DIA - - — - ------- 3 OAK i6" DIA _3 31 Page 8 TREE TOP 11 Author. Joseph R. Samnik TREE ASSESSMENT August 22, 2005 COMMON NAME SIZE TQUANTITY ICONDITION OAK j6" DIA 3 OAK 4" DIA 3 OAK ;;9" DIA 3 OAK - -- AK Al" DIA 3 OAK 5' DIA 3 OAK 15", 6" DIA 31, OAK -8",T DIA 3 OAK 115" DIA 1 3 OAK 5" DIA 1 3 OAK 15", 10" DIA 1 3 OAK i9" DIA 1 3 OAK 11" DIA 3 OAK IT DIA 1 3 11" DIA OAK 10" DIA 1 i 3 OAK �5" DIA — ------------- 3 OAK !4" DIA 3 OAK OAK OAK 5" DIA 9" DIA 3 3 OAK 4 50',5", 6" DIA 1 3 OAK 5", 10" DIA 3 OAK ------------ - - - OAK i 12" DIA - ------- -------- --- I ------------- - ---- - ---- 17" DIA 1 V ------------- 3 3 OAK OAK �4", 5" DIA 1 i 3 3 OAK - ---------- 119" DIA 1. 3 OAK 5" DIA 3 OAK 5" DIA 1 3 OAK - - -'; 9" DIA 11 3 OAK 15" DIA I 3 OAK 12" DIA 1 3 OAK 5" DIA 1 i 3 OAK i6" DIA 1 3 OAK 13" DIA 1 3 OAK �6" 6" DIA 1 3 OAK I9" DIA 11 3 OAK i9", 14" DIA 1 i 3 OAK 16" DIA 3 OAK 13" DIA 11 3 OAK 16" DIA OAK 14" DIA 3 OAK IT DIA 3 OAK 15", 6" DIA 3 OAK IF DIA 1 3 OAK 16" DIA I 3 OAK OAK iF DiA 16" DIA 1 I 1 3 3 OAK 6" DIA OAK 5" DIA -- - --- — ----- 1 3 3 IOAK IT DIA 3 Page 9 TREE TOP 11 TREE ASSESSMENT Author: Joseph R Samnik August 22, 2005 O�IIAON NAEPE si�E QUANTITY COND ION OAK - --- - - - - -- 2E3' DIA - - - -: 1 3 OAK f 15 °' DIA 1 ! 3 - - - - - - -- - OAK _. _ - - - 5" DIA - - -- 1 = 3 ------ - -- - - - -- - - - -- -- - OAK ----- - -- - - -- IT DIA - -- - -- - -- 1 - 3 OAK 16" DIA -- 1 3 OAK - -- - - - - -- - -- - _. -- 12" DIA -- - 1 3 OAK 9" DIA 1 3 OAK - - - - - -- --- - - - - -� 5° DIA 1 3 OAK = IFa DIA 1 3 - ------- - - OAK - - -- i 5" DIA 1 3 OAK ; 6 DIA 1 3 OAK 6 ", 7" DIA 1 ', 3 OAK - - -- - - - 8" DIA 1 3 OAK 5 ", 5 ", 6" DIA 1 3 OAK 5 ", 7" DIA 1 j3 - -- - - -- - - - - -- - - A OAK -- - - - -- - -- 6" DIA -- - -- - _.. ------------------ - - - - -- -- - 1 -- 3 - - - - - - -- - OAK - j6" DIA 1 - -- 3 OAK ;111" DIA � 1 3 - - - -- - - - - -- OAK - - -- -- -- - - - - -- - 6" DIA -- - -- - - -- ._ -j- - - -- - 1 3 OAK - - - - -- - -- - -- 5' DEA - _. - -- - -- - - - -- - - -- 1; 3 OAK .51f DEA OAK 5" DIA 1 3 OAK 6" DIA - -- - - - -- - - 1 3 OAK :5" DIA =- --- 1 3 - - - - -- OAK -- - - - - -- -- - - - - -- 118" DIA - - - - -- -- -. - - - - -- - -- -- ji - - 3 OAK 7" DIA 1 ! 3 OAK ; 8 ", 12" DIA 1 3 OAK - - - -- 9 DIA--- 1 i OAK - - - - -- 5" DIA - - -' 1 3 OAK : 5" DIA -_- 1 - 3 -- - - - - -_ -- OAK - - - -- - - i6" DIA -_ - -- - _.._.__ - --_._._...----- - 1 i - - -- 3 PINE 15" DIA 1, 3 PINE -- - -- - - - -- - - __- _— ______ - -- - j 19 -- - - -- -- - 19 DIA - -- - -` 1 ' 3 PIhIE_- ;13 " DIA 1 3 PENE 9" DIA 1; 3 PINE 16 " DIA _ _ 11 _ 3 PINE_ 17" DIA ? 3 PINE ---------------------- - - - - -- 26 " DER 1 -- -- 3 PINE 13" DIA _ 1 3 -PINE ------------- - - - -9" DIA - - - - - -- 1 3 PINE 18" DIA 1: 3 PINE ,5 DIA 1 3 PINE 18" DIA Y 1: 3 PINE -- -- 14" DER 1 j 3 PINE - 17" DIA :, ij, 3 PINE 18" DIA 1 3 PINE - 13'" DIA 1; 3 - - -- - -- - PINE - - - - -- - - 13" -- - - - - 1 : 3 PINE _DIA -- 2O" DIA - - -- - -- 1 - - - -- - - - - - -- 3 - - -- - PiRIE -._ ...- -- -- - -- 12" DIR - - - ..._ . .. ...... i . ... 3 PINE 13'" DIA 1 3 Page 10 µ TREE TOP 11 Author Joseph R. Samnik TREE ASSESSMENT August 22, 2005 L COMMON NAME SIZE QUANTITY g- %,ONDiTION PINE cn DIA 1p INE 13 Y DIA l 31 PINE 18" DIA 3 PINE i8" DIA V 3 [DINE -- ---------- 21" DIA 3 iP'INE .19" DIA 3 PINE 14" DIA 31 PINE 3 jPINE 14"DIA 3 - -------- PINE 14" DIA i !1 3 PlINE 15" DIA I 31 --- ------ -------------- LAUREL OAK -- ------ ----- - . ....... .. 11 " DIA 4 LAUREL OAK 113" DIA 4 4211 Page 11 Gulf Coast Consulting, Inc. Land Development Consulting • Engineering • Planning • Transportation • Permitting ]COT Center 13825 ICOT Boulevard, Suite 605 Clearwater, FL 33760 Phone: (727) 524 -1818 Fax: (727) 524 -6090 October 31, 2006 Mr. Kevin Garriot, Building Official City of Clearwater Planning & Development Services 100 S. Myrtle Avenue, 2nd Floor Clearwater, Florida 33756 Re: Treetops II Site Plan Resubmittal Case No. BCP2006 -05668 Address: 2485 Druid Road Dear Mr. Garriot: ti L" R V. NOV 0 2 2006 ��VI*Lc�l��xl"I�11" NEIGHBORHOOD SeRVIOE-a CITY OF CLEARWATE-JI Pursuant to the "Conditions Not Met" on the City's website, we have addressed each of the comments below: Fire Review (Ann Downes- Blackburn): Comment: Response: Provide hard surface access roadways, 24 It wide (curb front to curb front) with 14 ft vertical clearance, capable of withstanding weights of 80,000 lbs. for fire and emergency vehicles, prior to construction. 8111/06 Revised plan submittal did not correctly address condition. 24ft hard surface access roadway curb FRONT to curb FRONT, capable of withstanding weights of 80,000 lbs. for fire and emergency vehicles, prior to construction. As discussed with Lenny Rickert, we have provided a 24' wide hard surface area from back of curb to back of curb and we have added notes stating that "the roadway surface includinq the curb is designed to withstand 80,000 lbs for fire and emergency vehicles" as shown per the Roadway Section Detail on revised sheet 7 and the Typical Street Section detail as shown on revised sheet 10. Land Resource Review (Rick Albee): Comment: 1. 8/16/06 -The anchor modular retaining wall appears to have a 22" +1- cut for the footer system. This will sever the root system. Wall needs to be placed "On Grade" with an aeration system out to the dripline. 6/1106- Revise the proposed grades at the 13" and 20" pine trees at the SW corner of the property. The pines will not tolerate the 2' - 3' of fill. Response: October 31, 2006 „Page 2 of 3 Per a meeting with Mr. Rick Albee on October 24, 2006, we have relocated the Anchor Modular Retaining wall as shown on revised sheet 8. We have also added building stemwalls and Anchor Retaining walls along the east side adjacent to buildings A and G as shown. This will minimize the potential fill transition area and the area disturbed while providing additional buffer from the existing trees proposed to be saved. We have also adjusted the Tree Barricade and the Root Prune limits as shown. Note that the Tree barricades, Staked Silt Screen and Root Prune limits are color -coded as shown on revised sheet 8, to differentiate and delineate more clearly in an effort to avoid any confusion. Comment: 2. 8/16106 -The anchor modular retaining wall appears to have a 22" +/- cut for the footer system. This will sever the root system. Wall needs to be placed "On Grade" with an aeration system out to the dripline. 6/1106- Provive a gravity wall, on grade, at the 13" oak tree south of the pool. With the wall on grade the proposed root pruning will not be needed. Remove the note from plans. Response: 2. See revised detail on sheet 11A which details the top of a 6" gravel base for a total of 14" cut for the of block below grade. Comment: 3. Institute the Surface Water Management Plan. Response: H E C E I V NOV 0 2 2006 BEVELOPIMENT 8, NERCHBORHOOD 8Epv1nr:S 3. Acknowledged. We will call for an inspection once the Comment: 4. Field stake the root prune lines. Response: CITY OF CLEAHKfATER 4. Acknowledged. We will call for an inspection once the Root Prune Limits have been staked in the field. We will call for a reinspection once the roots have been pruned prior to the tree barricades being installed. Comment: 5. 8/16106 -Could not find the root prune requirements on the Landscape Plan as stated. Root prune requirements must be shown on the Tree Preservation, which was not resubmitted with this resubmission. Revise plans and resubmit. 6/1/06 - Show root prune requirements at the trees adjacent to the spreader swale. Response: 5. See Revised Landscape and Tree Preservation Plan. October 31, 2006 Page 3 of 3 Comment: 6. Install tree barricades to City of Clearwater standards, 2x2 post with 1x4 rails at two thirds of the trees drip line and/or in the root prune lines. Response: 6. Acknowledged. We will call for an inspection once the tree barricades have been installed. Zoning Review (John Schodtler): Comment: 1. Provide a copy of the recorded Unity of Title document for lots 0100 and 0200. Response: Enclosed are Eight (8) copies of the Unity of Title document for lots 0100 and 0200. We have also slightly adjusted the watermain as shown on revised sheet 9 to relocate this watermain approximately 2' from the back of curb and outside of the roadway. We also added an 8" Gate Valve & Box as shown. Enclosed for your review and approval are: 1. Eight (8) sets of revised Construction Plans (1 for each reviewer + 1 for planner) 2. Eight (8) copies of the Unity of Title document for lots 0100 and 0200. Please call me if you have any questions or need any add Sincerely, Sean P. Cashen, P.E. Principal SPC:al Encl. may- iMormatron- ­°�...,. �..u_�...�...._.. da�MF IL-1r, IOaH�8 R E C E� V E NOV 0 2 2006 i DEVELOPMENT 8 NEIGHBORHOOD SERVICES R I T f1l its cc: John Schodtler, City of Clearwater Ann Downs - Blackburn, City of Clearwater Rick Albee, City of Clearwater Scott Rice, City of Clearwater Peter Bennett, Samter Homes, LLC Jonathan Rae, Samter Homes, LLC (w /encl —set of plans) File 04 -087 2u�5 �1YU�c1 Rd w 17 SY 16" EX. 'r/A7-ER LINE X (APPROX. LOCATIDN) X 4- L EXISTING UTILITY POLE T TO BE RELOCTED 16- CX, '& EP LINE CORDINATE WITH UTILITY x (A: -'ROX LOCAT!C)N) COMPANY X N 2" EX. FOf�,(�E M�-34 y�o X N. (APPROX. L ATiON) ql EXISTING SIGN X 0C TO BE RELOCTED 34.0' WIDE ASPHALT X X X X X I r r, . "ROAD C�N DRUID W PAVEMENT 0.5' CONC CURB 5� N 100' RAW (D) N. 4455 -9 5._0 4– – – 4 4. 51 4 – ERG; =i4 �7 -/"z— 0,5' CIONC 9 45,24 4 5. 2 7 2 41 4. F 3 [DI ON 4�.08 1 4 3.9 P_ 4 9,1, X0 GA EX. AS WX F X C'A'� X �",A�: OTT N OI4L q A� OHL 12 �5 STAKED SILT \X 44.2-6 SCREEN (TYP) EX PA-4-- EX —OHL ----------- 171— OHL 6 OA 11 vo .0 L OHL S89 A CA 6) 4 6 7nA� �W, 6 A OHL OA CA 6' C X 0 A )1`399.87 CP?) 11 . . ........ 7 1 X -7' 171 IX OA LLJ PI CA 0 5` z 5_3 X X LL_ L X X O A ..\Lj EXISTING TREE X . 4 IN 5" 8" 1 TO BE SAVED 6, m X X X.) X 0 (TYP) -9tIx 1i – ) , \... , 5,7 5,10 > X; pl, X i 41 A X X X 5,6 5" Oi A X X 'D 'Va� X X 7 A, "G A EXISTING TREE EXISTING TREE 91f 6'1 N CA: X TO BE SAVED TO BE SAVED 5"t X 4 OA' X bX��, (TYP) {r� (TYP) .,A X X EXISTING TREE X 4-1.2 �: X D 11) X 61, 5" )10< TO BE SAVED CA 5" (TYP) X 0/1 7"X' 5, NA STAKED SILT n C X 4 „0A 5 5” 0 7" SCREEN (TYP) .. 9"OA (SEE DETAIL) 13" X X V X X 44,8 X X AX) 7" 0 5" X 0/ 1�; X X 1 7" A • I p" - 5" \,-,/ sr N /... "\ _j 1 7" 0 XX Y, IN X X 0 X J k)" X 0 5" 011 X, 14 5" 14" N 1,3" 0 STAKED SILT 5" 0 CDA 5"QA X 0 OA I (( I X ,. 9 00 nr) V N 12 6" L-Li 5 6,6'X . l X �01 1 9" Li Q - U) \,--/ X "rx 00 00ON V 0 X5,8" Q_ O� 11 4 7 LL. 0-) 3. 11 144, 0 7" X' in 4, " _X 4/ 4 X 0 XUP q, 1 4"X�' 7 "X X 0 0 CD 10�� t-, XX Cf� LLJ IL X 5" Q :2 X X 44A 8 X X 8 0 - I - -It 4 Ir 5" X 7" X z X'N 7 0 n loll i oll 6' X 13 17" Ic 7" E V) –m EXISTING TREE X X. X -5 "12" 0) 6" 9" 1 ! X 0 0 7" lit, 5 X( TO BE SAVED ,_11,. X 0 X C� X OA (TYP) X X 9t, X8" 3,5" 8" X 4 ,K EXISTING TREE 0 011 X X TO BE SAVED 2 0 OA 12" 6,6" 6*0 X (TYP) X3 5" 0 X 0A OA C) X 5 " 8" LLJ �V' k t, 7" 0 0 13" 8 X X 51` 5" 2,4 A 6" 6 OA 13" X X Q) 0A 0 9­X 4" 0 14, 7: COA OA V_ X 9" X X X 4'tA 0 5 X7 b 5 11J'A 9" X 4 X X X 6" �3 4" all X�,6,',, 4 15" 4" X X 7 X X Nl\ X T' CA 5 X Uwj X 10 �X( 'Y. 1 4, 9" r ... % 0A 71 5 .! LJJ C. 5" X (Y X A 4 X E„ 44 f .1 X -X X , X", _4 / I A � I I X 5 X K 11) X 18" 6" OA _j �7) X : X 6" 10 �80A 0 �z " 1 �17 \__ , 6 6"OA,, 4,4" 5".. 45 6 J Cti X X 4,7' A51, 4" X 17" 0"0 0 X _XX 4 5" i i 5' OA A 3' CA 18 6 i 71 7" OA ... '.QAP 7' OA 'A 0 OA 12' A ()A UOA7 91, A OA A k 4,57 A 7_ .-T 4' WIRE FEN_� 0 OA X X RIM EL 42.21' 1E N = 39.42', 6"VCP X 5"0 47 399\.\k801 (C) -12" 5' CA \JOA, FLORIDA b 74.4" OA _D CA IE W = 39.39', 6"VC Ili) N 8 9 OA X �i- 302.5'S, 16.0'W EXISTING 1-H POWER X A X Tree loQc� T 0, 101 20' 40' SCALE: 1"=20' LEGEND- EXISTING HARD ELEVATION X , X EXISTING SOFT ELEVATION XEXISTING TREE TO BE REMOVED OA 11',: FV EX Ex. F'm — --- Ex �m, EX FM F-M EX F�,A, r�j E ;�m E FM ---- EX FM EX EX, E � F�! F�Ai FM 7A EX FM EX V E�,, Fm pX '-V 2� Q' FM CAPPR�Dy( 'JDCATON" -M E� EY EX PkA EX F7, f---- EX EX w 17 SY 16" EX. 'r/A7-ER LINE X (APPROX. LOCATIDN) X 4- L EXISTING UTILITY POLE T TO BE RELOCTED 16- CX, '& EP LINE CORDINATE WITH UTILITY x (A: -'ROX LOCAT!C)N) COMPANY X N 2" EX. FOf�,(�E M�-34 y�o X N. (APPROX. L ATiON) ql EXISTING SIGN X 0C TO BE RELOCTED 34.0' WIDE ASPHALT X X X X X I r r, . "ROAD C�N DRUID W PAVEMENT 0.5' CONC CURB 5� N 100' RAW (D) N. 4455 -9 5._0 4– – – 4 4. 51 4 – ERG; =i4 �7 -/"z— 0,5' CIONC 9 45,24 4 5. 2 7 2 41 4. F 3 [DI ON 4�.08 1 4 3.9 P_ 4 9,1, X0 GA EX. AS WX F X C'A'� X �",A�: OTT N OI4L q A� OHL 12 �5 STAKED SILT \X 44.2-6 SCREEN (TYP) EX PA-4-- EX —OHL ----------- 171— OHL 6 OA 11 vo .0 L OHL S89 A CA 6) 4 6 7nA� �W, 6 A OHL OA CA 6' C X 0 A )1`399.87 CP?) 11 . . ........ 7 1 X -7' 171 IX OA LLJ PI CA 0 5` z 5_3 X X LL_ L X X O A ..\Lj EXISTING TREE X . 4 IN 5" 8" 1 TO BE SAVED 6, m X X X.) X 0 (TYP) -9tIx 1i – ) , \... , 5,7 5,10 > X; pl, X i 41 A X X X 5,6 5" Oi A X X 'D 'Va� X X 7 A, "G A EXISTING TREE EXISTING TREE 91f 6'1 N CA: X TO BE SAVED TO BE SAVED 5"t X 4 OA' X bX��, (TYP) {r� (TYP) .,A X X EXISTING TREE X 4-1.2 �: X D 11) X 61, 5" )10< TO BE SAVED CA 5" (TYP) X 0/1 7"X' 5, NA STAKED SILT n C X 4 „0A 5 5” 0 7" SCREEN (TYP) .. 9"OA (SEE DETAIL) 13" X X V X X 44,8 X X AX) 7" 0 5" X 0/ 1�; X X 1 7" A • I p" - 5" \,-,/ sr N /... "\ _j 1 7" 0 XX Y, IN X X 0 X J k)" X 0 5" 011 X, 14 5" 14" N 1,3" 0 STAKED SILT 5" 0 CDA 5"QA X 0 OA I (( I X ,. 9 00 nr) V N 12 6" L-Li 5 6,6'X . l X �01 1 9" Li Q - U) \,--/ X "rx 00 00ON V 0 X5,8" Q_ O� 11 4 7 LL. 0-) 3. 11 144, 0 7" X' in 4, " _X 4/ 4 X 0 XUP q, 1 4"X�' 7 "X X 0 0 CD 10�� t-, XX Cf� LLJ IL X 5" Q :2 X X 44A 8 X X 8 0 - I - -It 4 Ir 5" X 7" X z X'N 7 0 n loll i oll 6' X 13 17" Ic 7" E V) –m EXISTING TREE X X. X -5 "12" 0) 6" 9" 1 ! X 0 0 7" lit, 5 X( TO BE SAVED ,_11,. X 0 X C� X OA (TYP) X X 9t, X8" 3,5" 8" X 4 ,K EXISTING TREE 0 011 X X TO BE SAVED 2 0 OA 12" 6,6" 6*0 X (TYP) X3 5" 0 X 0A OA C) X 5 " 8" LLJ �V' k t, 7" 0 0 13" 8 X X 51` 5" 2,4 A 6" 6 OA 13" X X Q) 0A 0 9­X 4" 0 14, 7: COA OA V_ X 9" X X X 4'tA 0 5 X7 b 5 11J'A 9" X 4 X X X 6" �3 4" all X�,6,',, 4 15" 4" X X 7 X X Nl\ X T' CA 5 X Uwj X 10 �X( 'Y. 1 4, 9" r ... % 0A 71 5 .! LJJ C. 5" X (Y X A 4 X E„ 44 f .1 X -X X , X", _4 / I A � I I X 5 X K 11) X 18" 6" OA _j �7) X : X 6" 10 �80A 0 �z " 1 �17 \__ , 6 6"OA,, 4,4" 5".. 45 6 J Cti X X 4,7' A51, 4" X 17" 0"0 0 X _XX 4 5" i i 5' OA A 3' CA 18 6 i 71 7" OA ... '.QAP 7' OA 'A 0 OA 12' A ()A UOA7 91, A OA A k 4,57 A 7_ .-T 4' WIRE FEN_� 0 OA X X RIM EL 42.21' 1E N = 39.42', 6"VCP X 5"0 47 399\.\k801 (C) -12" 5' CA \JOA, FLORIDA b 74.4" OA _D CA IE W = 39.39', 6"VC Ili) N 8 9 OA X �i- 302.5'S, 16.0'W EXISTING 1-H POWER X A X Tree loQc� T 0, 101 20' 40' SCALE: 1"=20' R tp f iLZ NUV 0 2 2 L D EVE LOPtj E­J I- NEIGHBORHOOD S CITY OF CLEARVV A F ;'-z TO BE SAVED CORPORATION TAKED SILT • (TYP) ORR 1 ?62. P(, ?qn SCREEN (TYP) "I , z THESE PLANS MAY NOT BE COPIED OR DESIGNM 1�.LPAP11_171 Fo� : Gulf Coast Consulting, Inc. MODIFIED WITHOUT WRITTEN PERMISSION JOB NO. TN FROM GULF COAST CONSULTING, INC. 04-087 DRA'RN Land Development Consulting SAMTER HOMES TREETOPS11 Engineering - Planning - Transportation Pera�itfmg GJS/MKC 580 Trinity Lane N z. CITECKM 13825 ICOT Blvd., Suite 605 SPC Clearwater, Florida 33760 St. Petersburg, Florida 33716-1200 EXISTING CONDITIONS SEAN P. CASHEW 42505 2 10/11/06 REVISED PER CITY OF CLEARWATER COM91N Phone: (727) S24-1818 NOT VALID UNLESS 90NM & EMBOSSED Fax: (727) 524-6090 & TREE DEMO PLAN BY A REGISTERED ENGINEER 1 11/14/05,, REVISED PER DRC COMMENTS j­1 Phone: (727) 573-1338 GULF COAST CONSULTING, INC. NO. DATE REN'TSIONS ApV'D 14 CERTIFICATE OF AUTHORIZATION NO. 9774 LEGEND- EXISTING HARD ELEVATION X , X EXISTING SOFT ELEVATION XEXISTING TREE TO BE REMOVED OA EXISTING TREE TO BE SAVED 8- WITH TREE BARRICADE STAKED SILT FENCE R tp f iLZ NUV 0 2 2 L D EVE LOPtj E­J I- NEIGHBORHOOD S CITY OF CLEARVV A F ;'-z TO BE SAVED CORPORATION TAKED SILT • (TYP) ORR 1 ?62. P(, ?qn SCREEN (TYP) "I , z THESE PLANS MAY NOT BE COPIED OR DESIGNM 1�.LPAP11_171 Fo� : Gulf Coast Consulting, Inc. MODIFIED WITHOUT WRITTEN PERMISSION JOB NO. TN FROM GULF COAST CONSULTING, INC. 04-087 DRA'RN Land Development Consulting SAMTER HOMES TREETOPS11 Engineering - Planning - Transportation Pera�itfmg GJS/MKC 580 Trinity Lane N z. CITECKM 13825 ICOT Blvd., Suite 605 SPC Clearwater, Florida 33760 St. Petersburg, Florida 33716-1200 EXISTING CONDITIONS SEAN P. CASHEW 42505 2 10/11/06 REVISED PER CITY OF CLEARWATER COM91N Phone: (727) S24-1818 NOT VALID UNLESS 90NM & EMBOSSED Fax: (727) 524-6090 & TREE DEMO PLAN BY A REGISTERED ENGINEER 1 11/14/05,, REVISED PER DRC COMMENTS j­1 Phone: (727) 573-1338 GULF COAST CONSULTING, INC. NO. DATE REN'TSIONS ApV'D 14 CERTIFICATE OF AUTHORIZATION NO. 9774 a 64 N 0 0 N a a m a N LL a T 0 n 0 0 a 0 v z 'a _ _- :_.. i I REMOVE EXISTING TYPE F CURB AND INSTALL CONCRETE SWALE REMOVE EXISTING TYPE F CURB (MAINTAIN EX FLOWLINE GRADE) AND INSTALL CONCRETE SWALE 1 (MAINTAIN EX FLOWLINE GRADE) 3' HIGH COLUMNS W /3' HIGH ALUMINUM FENCE (TYP -ALONG FRONTAGE) ENQ FDOT TYPE „F >, DRUIDROAD 34.0' WIDE ASPHALT' CURB &BEGIN 12" PAVEMENT o�� HEADER CURB F r, = H COLUMNS W/3' o �_ a ( ) ALUMINUM FENCE 3 HI �ry 100 R W D 0 5 CONC CURB (TYP -ALONG FRONTAGE) _ A , g <<. > _ _ _ CURB . � < 0.5' CONIC - _ . __ _ y .. 4 C a•� y "x r - -. _._ _. __.. i, ONC WALK D0000 . A Ay0 �`� . .._ o° °O° - - _ n -OHL - s "" ° _ 4' CONIC wALK - -- - _ NORTH POND t - - ° _ , H r -" -- - -c -._ _ - �E -.:, _._ __. __ - - `, _ - - io °o °o kA'-- - as o °0 °0 4'.COPIC WALK - - AREA 0 096 AC o END FDOT TYPE F i °o °° %� a� TOB - 46.5 oo H - I - , y 3 HIGH COLUMNS W/3 , HANDICAP RAMP - ° °o o HIGH ALUMINUM FENCE CURB & BEGIN 12 PER CITY STD o o u r DLW = 44.20 0 DHWioo = 46.00 M HANDICAP RAMP �. -. (TYP -ALONG FRONTAGE) HEADER CURB DETAI T -`~- ° -- - OHL I 6 "0A V BOTTOM = 43.1 �,� PEBrCiT�S OHL g, a . , 10" tea° 4 S89'18'S "E "(GL 6 5 OHL i L (TYP) /[SETAI OA 8., OA OA 6' OA 6 6j �6\�e y . _ 399 87 C o L • 6' A OA OA 6' 0 A - - X -.... _ G� 7 O 00 • �k I i x i ST -2 \ a5 w p ,_ ST f LEGEND- ____p 4 \x a a ST -6 I G �� a6`' ST -8 y ST 1 65 m - „O ST-2 SUMP A. -- - -- Q> ROOT PRUNING �����_' PROPOSED STORM PIPE NOTE: FOR TOWNHOME „D„ ALL ROOF RUNOFF TO BE zo ! _�A A T ' 7 "_ LIMITS TYP ;__ _. ________ TREE BARRICADE NORTH ST-1A 47.os 63i a63 Ab0 (A A _- _ i (TYP) PROPOSED GRATE INLET & ROOT PRUNING POND DIRECTED TOWARD THE '� NOTE: FOR TOWNHOME "A" FRONT /STREET BY GUTT f�` 4V ` LIMITS (TYP`) 4'1 4 ,� 4:1 6� I C 4J ALL ROOF RUNOFF TO BE PROPOSED FLARED END SECTION OR ROOF DRAIN SYSTt�. I 1 r a6• E DIRECTED TOWARD THE ' �' FRONT /STREET BY GUTTER PROPOSED MITERED END SECTION x m I �. �`.= j ,t ; (, , j ROOF DRAIN SYSTEM. 6' HIGH COLUMNS W /6' I _ 4z2g i - - U I� G m 6 sr -a PROPOSED STORM STRUCTURE NO. ❑ OA , J HIGH WALL /FENCE ( ❑ ( ) I PROPOSED STREET LIGHT TYP -ALONG SIDES K yy !� O a1 W_ W o Q I 5' SEE FENCE /WALL (SEE FENCE WALL NOTE - - - - -- -- 47ps_ o� - - - r- _ J A NOTE © RIGHT FF =19.60 PROPOSED FINISHED FLOOR ELEVATION @ RIGHT) _. -- -_- _ 0 0 - - - - J F - , __. _ PI 7° 8" EXISTING TREE TO REMAIN n L_L_ sal - ----- -------- 47.08 < 5 I O OD 65 q6 7 r° Y v O o 47 fAe - II Z as.e A� ` A Z g" STEM WALL PROPOSED TREE BARRICADE LL. II 0 !, 46. s6 a6 A Z II 4so O yob. _.. i Z I I A PROPOSED STAKED SILT SCREEN _.. f A , I A 47 2g _ - - 0 0 - aAe ., .. , f.� POOL ❑ I v ,• f •. , , ' PROPOSED ROOT PRUNE LIMITS 0, •s ai. 3 O I I � 7'' A - I �-. PUMP{ ti I� o _j mo A 3g ! �Y PROPOSED ELEVATION W /HP � -. • „ -� __ - __- _ E�, , <:. , 470$ x. q • _ 8 Z i °per , (0 y °- D - TREE PROPOSED ELEVATION A ,� - - - -- �3 .• , ` _ BARRICADE A - _� - - -- - 4, ` y >: ; In 4708 _ : TYP 0.5576 ` S� I ; ;4 { , __.__ _._.�_ - -- _ - -- __._ ;�, C •6' (TYP) �- 4 PROPOSED PAVEMENT GRADE N 47 y11 6A1 #, Ir Y `` U o �1J PROPOSED POND TOP OF BANK I 6$ MAIL 00 t f a6 I 1L E] o I f 9 I z N W PROPOSED POND BOTTOM ` - N :72 K, a69 a 4> 67> I Q O O STEM WALL CO 00°00 rr t A� a F o 0000 °o PROPOSED SETBACK 00 p p O N (/} • • • • • • PROPERTY BOUNDARY CL 0 1 +` n `x - r y9 46..7 ° - N J a N Nbb TW -47.0 TW = 47.0 TOP ELEVATION @ RETAINING WALL LL_ I ° SS T �� I T I i" 666` A6�� _ O w Q I ✓ % " " '�� BW -43. v m BW = 43.5 BOTTOM ELEVATION @ RETAINING WALL 66� I �O i O W e a I I �A> Ai I R 4. , St e f O A6 ST -4 A600 ff� ���� Az y i a/ 1� '� 4� STORM PIPE CHART I G i a6 0.50% A6. I A6. 0.50 %� p - r TREE BARRICADE zy o�y, a6`y A6� _ a6 1 .._ E / (TYP) 3 _ 1 - RAISED SCREEN 0 10 40 1 ST 3 Z a6• - - i CR w I 1a66� 050 %� __ ..._ - - 4600 CURB (TYP) P SED ,�Y � U SIL From To Z _ , __._.. , � a _. Description M I t �' 'o. t 4g 0.50% 1� a T ', _.___..... _ �� - max:, -e .r..,.._...._,. ;,.- Y•w.:.ea9....yxc - ,.o. .� m.wawo.., ��.u... ,, .�r..:s•....:�,.- .sr�.�::anu..w .,..+.z...�•.:�- ._:.:. i O? - TW -4 u;: _ I ° - -- o� t ROOT PRUNING .., cn m m - 6,_4 . "`� / '�6 3 _ ��m� as ,. wax -; r, �''2` Structure Structure - ruc o. O 44 3 . i1 -. _.._.._ _. __ ._ _. _� .._._. 6 �k _` ST-1A ST -1 27 LF 15'� RCP ®0.74% 6� ,--+ ._.. _ _ ��,.r LIMITS (TYP) 1"=20' _ O A60� i s -4 , . °- - SCALE. 1 20 - - - _ r - r 6..- . ST 1 ST 2 65 F 5 RCP 0 0.31% L 1 r : r_� _ °`.,. 1; i � r �• I � i ._I � �► � 4> .� ST 2 ST 3 154 LF 1 RCP � 0.267 6' (TYP) VARIES 6' TYP SOD -1 FFE PROPERTY BOUNDARY REGRADE & SOD ALL DISTURBED AREAS ;SEC _ S4op z' 4; F STAKED �gR�Fs i• SILT FENCE EXIST GROUND 'TVAIn A I nr%^C%C% c%r-^or# 1wl A A NTS TW= 47.0 (� 20 - r TWA 47.0 1-11 } �, % I'' , W B W= 4 3 �� I ,^�' ^' OA g B �3 2 - ` t " ` i� � U I � i ANCHOR MODULAR 3., p a RETAINING WALL ST -2A ST -2 27 LF - 15" RCP 0 0.747 ST -3 ST -4 168 LF - 18" RCP 0 0.217 ST -4 ST -5 95 LF - 18" RCP 0 0.217 ST -6 ST -7 35 LF - 15" RCP 0 0.577 ST -6A ST -6 30 LF - 1D" ADS 0 0..677 ST -7 ST -8 34 LF - 15" RCP 0 0.597 ST -8 ST -9 27 LF - 15" RCP 0 0.747 ST -10 ST -11 16 LF - 18" RCP 0 0 63i oz I I I 1� \ HANDRAIL ST -11 ST -12 60 LF - 18" RCP 0 0.337 �'`> 6 OA 5 ANCHOR ODULAR 4 FF= 47.71r o X �� , • ° .. I q r X It 6 HIGH COLUMNS W/6 , � d- RETA NIN WALL FF- 48,00 I ` / S 1 ORINI S I RUC I URA, CHART / TW =47.5 ti.;'' I HIGH WALL FENCE O BW =44.0 W/42' HI H �. v _ .. .. FF_ TW =47.5 I (T� 7,; F 1 (TYP -ALONG SIDES) ' I p HANDRAIL 5 UNIT TOWNHOME F 47,gg BW =43.2 4" / sr -� IE = 42.90 sr -s GEE 45.95 T ,r NIT _ WNH ME " E x �',. ,�,Y^ 6 U i' 0 , (SEE FENCE WALL NOTE 18" FLARED END SECTION TYPE 'C" INLET •(� O STEM WALL 6 �` - . G: ,' IT - TO IVf- {Q STEM WALL 4" 8 >,� ®RIGHT) * IE 43.20 Nj WALL NOTE sT TYPE "C" INLET Z RET INING WALL RETAINING WALL G CA i Ld / GE = 44.70 sT -s CONIC YARD DRAIN INLET X ,T X . ` * I` { U IE = 42.70 GE = 45.80 W < ❑ [] ( SEE WALL NOTE)[] ❑ TAINING WA L ' SOUTH POND ANCHOR MODULAR RETAINING IE 43.40 *SEE WALL NOTE} ❑ _ __ . ❑ <. AREA 6A "» ( , .. 3.� . *SEE WAILL NOT I - ....:. ' ,:,. •.. •.., .. ... •. ...•�- ❑ � i ,. �+ _ PROVED EQUAL) s�1 TYPE C INLET " » , E 42.4 5r' LU y� TOB - 46.5 = GE - 45.95 TYPE C . •: X o! T,OP LOFO WA L EL 46.5 ROOT PRUNING ❑ _ _ Q i - = IE = 42.50 - - r - n �► = r LIMITS (TYP) ,r 3 NWL - 43 10 BOTTOM OF WALL EL -44.3 sr 7 EE= 43.00 Cr • - - `+ �. sr -5 � ` 0; DLW 44.20 � - ,2_; v - W/42 HIGH HANDRAIL (TYP) �-1 CONIC YARD DRAIN INLET SQUTH POND ST-10 6U y Ir ' DHW,00 = 46.00 (SEE TYPICAL SOUTH POND ^ 1 cT GE = 45.40 TYPE "C" INLE � BOTTOM = 41.5 IE = 42.70 sT -$ GE = 45. 0 ry X 7 "C SECTION DETAIL ON SHEET 10) IE = 42.80 TYPE "C" INLET - - - j 8 "OA sr -3v►0 d. 0 STAKED SILT p ' 3 :1 - - - - - - - - - - - - - - - - - - _ ,..__ ._ , ..., _0E= 45.95 ST_9 15" FLARED EN SEC110 6 SUMP ST -11 .r IE = 42.10 SCREEN (TYP) ---" .. GAL IE = 42.60 ;. _ C.' ... ROOT PRUNII OA 4,7" TYPE "C" INLET MODIFIED TYPE E ,1NhE r r A `` --- �.`r." sT -t2 LIMITS (TYP) CST-4 a O _ _ 8 = S T _ 1 . 5„ : 1t lie 0 0 I I ,.� 8„ OA 8, OA 1 \ ..;: 11 " r .�... - 4 7 >, 5 OA _ 45 9 OC= (42.60 E C I C `r U ~ t 1-- GE 5 A L -A „-,,�, A I E 41.75 (� F „ / ,:� 5'" Y G OA -. - -- - •Ai e ' 6' A 5 j 8 " =F4 R 5 E sr n S TOR �MANHO�LE ++ 7' OA OA 4, 9" 0 A O ND SECTION e A ST �I T 4 WIRE FENC� - -_, �� � • a -- �-- - - -- - � ___ �- - - -- - - _ -,_.._ w _ - RIM EL = 42.21, ,. 1. - - - _ SWALE RI _ L 46. \ � _ -_� -,_ _ � •, _ LEVEL SPREADER M - � � r, ,� � 5 "OA `:�_._ _ �.; 6 -� - -- a � -� ;� - -�_ - --_ .�----- -�- - -- .� __ _.._� - -� -;z - IE - 42.50(N) 8 3 9 30' (C) 12 "J BOT EL - 42.0 IE N = 39.42', 6 "VCP STAKED SILT \ 180 LF \ 5" µ T 4' --��" IE W = 39.39', 6 "VCP 9,9,11"` ,,,: �0� FLORIDA , „ /r , \N OA 4, 4" 8 �` C OA• OA SEE SECTION C -C DETAIL ON SHEET 10 IE = 42.2o(E) SCREEN (TYP) �`� �' N89 � �ti UNDERDRAIN OA 'ri ( ) 302.5 S, 16.0 W LITTORAL PLANTING POWER 3 NO SOLD OVE SEE DETAIL 0A x 18" FLARED END SECTION I BETWEEN ELEV 43.1 & 42.0 ( 6 HIZ'_H WALL /FENCE 6" PVC W 18" SQ 4" THICK >' .. sT-t2 w 4'x6' SAND- CEMENT SEE DETAIL SHEET 10 CORPORATION UNDERDRAIN ON SHEET 10) (TYP -ALONG REAR) MES COLLAR @ IE =42.00 RIP-RAP SPLASHPAD ( ) ORB 1262, PG 290 INTAKE GRAVEL (TYP) (SEE FENCE /WALL NOTE @ RIGHT) IE = 42.00 Desu;xry f. ' :_' THESE PLANS MAY NOT BE COPIED OR roe tin. Gulf Coast Consulting, nc. SAMTER HOMES MODIFIED NATHOUT WRITTEN TING. INC. ION g � FROM GULF COAST CONSULTING, I5 10/11/06 REVISED PER CITY OF CLEARWATER COMMEN y, TREETOPS II °4 -087 �R -,A� Land Development Consulting 4 7 14 06 REVISED PER CITY OF CLEARWATER COMMEN &'� - : rB &PC Q Engineering rans ortation .Pera ittin v GJS /MKC 8 ;; • 8 • P � 580 Trinity Lane N 3 .11/14/05 REVISED PER DRC COMMENTS �` CHECKED 13825 ICOT Blvd., Suite 605 2 11/1/05 REVISED PER SWFWMD COMMENTS St. Petersburg, Florida 33716 -1200 PAVING GRADING &DRAINAGE PLAN" P. CASNEN 42505 " o{ Clearwater, Florida 33760 SPC NOT VAUD UNLESS SIGNED & EMBOSSED 1 10/7/05 REVISED PER CITY OF CLEARWATER CO Q.C. Phone: (727)524 -1818 1 4 BY A REGISTERED ENGINEER Fax: (727) 524 -6090 Phone: (727) 573 -1338 GULF COAST CONSULTING, INC. NO oaTe rcrNrsro*n , � ev9 08 - 05 -05 CERTIFlCATE OF AUTHORIZATION No. 9774 °F FL-4�ENo.425 05 a 0 N N 0 3 v LL 4 a' LL m C 0 0 n: a o V �o w -01 z o a i - `0" FM (APPROX. LOCATION) /--8" FM (,APPROX. LOt:A. ?iCN) EX VM -- EX FM - Ex F'M-- :), FM___ - -- EX FM -- EX F'rl -- EX FM - - EX PA -- EX FIA` -- EX FM -- EX FM - -- EX FM-- EX FY, -___. EX RV -_- EX FM -- EX FM - - -'- EX FM - EX FM - -- EX FM -- EX FM -- EX PM -_.- EX FM -- ErX M -- EX FV -- EX Ftf - -- E. =-M - -- EX F � F - � y ' �- X I\� EX FkA - t;. --.- : X = M -- -- EX F?., -- - -- EX ,t � \\ EX Fk,1 -t�-- EX r'T.i --- E;. FI.1 __ _ -- EX f�� R!M EL = 45.87 INV, EL. = 43.14 (F) NV. EL. 43.12 (W) INV. Et.. (S) 16" EX, WATER LINE w (APF'P.CX. LOCA?i0N) I CONNECT TO EXISTING 8" PVC WM W/ 8 "x8" TAPPING 8" PVC �V SADDLE & VALVE (DR -18 WM ll.25' BEND ) 8" PVC W - __ _ W - -- �� (DR -18) WM 34 LF OF t CONNECT TO EXISTING 8" s 16•' Ex, WATER 41NE DIRECTIONAL 34 LF OF PVC WM W/ 8 "x8" TAPPING (APPROX. LOC"u'i) BORE DIRECTION AIL SADDLE &VALVE (A FORCE MAIN BORE \ (aPPR ax, LOCATION) DR UIDAD 34.0' WIDE ASPHALT .. ;_.,�� PR auP: 3AS UNv PAVEMENT o� 0 it LEARV01"ER GAS SYS�E' 7,. E)" PC LDW PRESSURE uA7 `_!N _c.L1: ,t,, 100 R/W (D) ,' :LX4Rx t?: 0,5' CONC CURB i (A f (t, ,,CC n 10,4) :2 /jE1,AS=__ -- 0.5' CONC CURB fCONC WALK o°o,C __ __ - 0 0 0 - BEND - - _ E aS -�-- _ e t - -- EX C-A� -- EX LAS _ EX GA : oAO° 4S - F a G 45 - EX CA° °o o °o µ - � 4'_CONC WALK -- - -- - - - - - - - - - - - ._ _ - 0 0 0, - - - -_ w - __ OHL - - [Y, C +.CS - k: , AS - - E?, ,� 5 -.--• GX GAa _.____. �X -_ c - - L o % o SEX - F _ _` - -- GA • - =X 0r15 -- - )tY. Gk.S -- -- E u t:; -__- E,' _. o °flao o -- - 3 - _ -.._ - 0 NC WA a. , v o o E: - E;< !;A'; - c ? A^ _- CA S _ CsAS - - XG� 00;0 -- _ - o ° _}. - - t`.;. - - Fk .�w EX ti - E,r - E OHL -O�fi _ -- - - -.. �� _ __ 8" PVC ° °O° 2" FORCE EX. CAPPED W STUBOUT RELOCATE EXISTING (DR -18) WM MAIN i UT\POLE ., ! _ -- EX FM - EX FM - - -OHL / OHL / 9„ L /g "Oq / 5 i \ REMOVE ` 901855 / EXISTING CAP •� 10 . . } r. '"E OAS t/ �_A g•' OA 1 1 OA OA 6" OHL OHL n Z 75 0 N RIM EL = 42.21' IE N = 39.42', 6 "VCP I I E W = 39.39', 6 "VCP 302.5'S, 16.0'W D£SI iN}_D TN DRAV,N GJS /MKC CHEC'RE•D Q.C. Gulf Coast Consulting, Inc. Land Development Consulting Engineering • Planning • Transportation .Permitting 13825 ICOT Blvd., Suite 605 Clearwater, Florida 33760 Phone: (727) 524 -1818 Fax: (727) 524 -6090 POWER I-Aml 1.5 27-W (U) CORPORATION ORB 1262, PG 290 i'12I 1'AI�EI) FOR: SAMTER HOMES 580 Trinity Lane N St. Petersburg, Florida 33716 -1200 Phone: (727) 573 -1338 Y O SANITARY SERVICE W /PLUG IY n S. C) > 7 n Q� Lij 0- PROPOSED SANITARY MANHOLE J BLOW OFF ASSEMBLY Z :E LIFT STATION PROPOSED Z w J 0) M SEWER PIPE W /FLOW CO m m 0 0 0!� � 12 O Z 0 W j� PERMANENT BLOW OFF & INV EL = 41.15 SAMPLE/ POINT - SANITARY MANHOLE W 0 00 �`? (I� CV F w O Cj) I"� d" � O INV EL = 41.16(W) o 0 INV EL = 40.56(N) SAN ITARY MANHOLE Cf) l O •- 1 20S Z X z� cV III SANITARY MANHOLE RIM EL = 42.21' IE N = 39.42', 6 "VCP I I E W = 39.39', 6 "VCP 302.5'S, 16.0'W D£SI iN}_D TN DRAV,N GJS /MKC CHEC'RE•D Q.C. Gulf Coast Consulting, Inc. Land Development Consulting Engineering • Planning • Transportation .Permitting 13825 ICOT Blvd., Suite 605 Clearwater, Florida 33760 Phone: (727) 524 -1818 Fax: (727) 524 -6090 POWER I-Aml 1.5 27-W (U) CORPORATION ORB 1262, PG 290 i'12I 1'AI�EI) FOR: SAMTER HOMES 580 Trinity Lane N St. Petersburg, Florida 33716 -1200 Phone: (727) 573 -1338 5 4 E T 5 A 7, ( OA 4,4,7„ r 4 5" 7 OA 7» OA OA 4 5" I/ i ( 6 '- 9 11 OA A. OA 6 "bA 12" - OA / 5„ 4 4 g» SIT „OA OA OA OA SLID F I D1. SC;121F''Clt:i � : TREETOPS II WATER & SEWER PLAN UTILITY CROSING CHART ABOTTOM EL OF 18" STORM = 41.73 TOP EL OF 8" SANITARY = 41.00 CLEARANCE = 0.73' SS -6 BFP N N • n I FD C FHA 0 10' 20' 40' SCALE: 1"=20' LEGEND PROPOSED SINGLE -WATER METER PROPOSED SANITARY SERVICE W /PLUG SANITARY CALLOUT r "bA 4" BACK FLOW PREVENTOR 7 GATE VALVE PROPOSED (/ 8" 1 PROPOSED SANITARY MANHOLE J BLOW OFF ASSEMBLY > LIFT STATION PROPOSED WATER MAIN PROPOSED SEWER PIPE W /FLOW PROPOSED n CONNECTION (' THE INTERIOR OF ALL DUCTILE IRON PIPE SHALL BE COATED WITH PROTECT0 401 EPDXY. �--� � SS -1 SANITARY MANHOLE Z 0 W j� o INV EL = 41.15 01- Q CL SANITARY MANHOLE W (� 00 0 0 0 N (I� CV LL_ of I"� O U � � INV EL = 41.16(W) 0 0 INV EL = 40.56(N) SAN ITARY MANHOLE j l INV EL = 40.46(E) n 1 20S I z� cV SANITARY MANHOLE SS -3 RIM EL = 45.62 O co e to NEICH�3C�iI,C� _M1I � _ x 1W LIFT STATION W r r1 PERMANENT LS -1 _ _ _.__ _... __ RIM EL = 46.00 `BLOW OFF & INV EL = 38,40 SAMPLE SANITARY MANHOLE SS -4 - (SEE DETAIL ON SHEET 14) POINT ( * *) RIM EL = 45.69 +00A 1 INV EL = 38.77(S) ( * *) PBO TO BE ALTERNATELY INV EL = 38.67(NE) \ OPENED FLOWED TO ENSURE THAT ENTIRE LOOPED LINE IS ADEQUATELY FLUSHED 8 „014 AFTER SAMPLING. w/ 5 4 E T 5 A 7, ( OA 4,4,7„ r 4 5" 7 OA 7» OA OA 4 5" I/ i ( 6 '- 9 11 OA A. OA 6 "bA 12" - OA / 5„ 4 4 g» SIT „OA OA OA OA SLID F I D1. SC;121F''Clt:i � : TREETOPS II WATER & SEWER PLAN UTILITY CROSING CHART ABOTTOM EL OF 18" STORM = 41.73 TOP EL OF 8" SANITARY = 41.00 CLEARANCE = 0.73' SS -6 BFP N N • n I FD C FHA 0 10' 20' 40' SCALE: 1"=20' LEGEND PROPOSED SINGLE -WATER METER PROPOSED SANITARY SERVICE W /PLUG SANITARY CALLOUT PROPOSED 4" BACK FLOW PREVENTOR PROPOSED GATE VALVE PROPOSED REDUCER PROPOSED SANITARY MANHOLE PROPOSED BLOW OFF ASSEMBLY PROPOSED LIFT STATION PROPOSED WATER MAIN PROPOSED SEWER PIPE W /FLOW PROPOSED 2-1/2" FIRE DEPT. CONNECTION PROPOSED FIRE HYDRANT ASSEMBLY NOTES: 1.) THE CITY OF CLEARWATER WILL PROVIDE WATER TAP, SET THE WATER METER AND A B.F.P.D. (BACK FLOW PREVENTOR DEVICE IF APPLICABLE. APPLICANT IS RESPONSIBLE FOR ALL ASSOCIATED FEES AND ALL OTHER INSTALLATION FEES. 2.) IF THE PROPOSED PROJECT NECESSITATES INFRASTRUCTURE MODIFICATIONS TO SATISFY SITE - SPECIFIC WATER CAPACITY AND PRESSURE REQUIREMENTS AND /OR WASTEWATER CAPACITY REQUIREMENTS, THE MODIFICATIONS SHALL BE COMPLETED BY THE APPLICANT AND AT THEIR EXPENSE. IF UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED, THE INSTALLATION SHALL BE COMPLETED AND IN SERVICE PRIOR TO CONSTRUCTION IN ACCORDANCE WITH FIRE DEPARTMENT REQUIREMENTS. 3.) DRC REVIEW IS A PREREQUISITE FOR BUILDING PERMIT REVIEW, ADDITIONAL COMMENTS MAY BE FORTHCOMING UPON SUBMITTAL OF A BUILDING PERMIT APPLICATION. FIRE PREVENTION NOTES: 1. WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA -241. A HARD ROAD SURFACE ABLE TO SUPPORT THE WEIGHT OF FIRE APPARATUS TO BE PROVIDED PRIOR TO ANY BUILDING CONSTRUCTION BEING STARTED. 2. TOWNHOUSES ARE TO BE PROVIDED WITH INDIVIDUAL FIRE SPRINKLER RISERS FOR EACH INDIVIDUAL TOWNHOUSE, WITH THE FDC ON EACH INDIVIDUAL TOWNHOUSE'S RISER. 3. CLEARANCES OF 7.5 IN FRONT OF AND TO THE SIDES OF THE FIRE HYDRANT, WITH A 4 FOOT CLEARANCE TO THE REAR OF THE HYDRANT ARE REQUIRED TO BE MAINTAINED AS PER NFPA -1. 4. ALL CONSTRUCTION ACTIVITY MUST BE IN COMPLIANCE WITH LATEST FLORIDA FIRE PREVENTION CODE (2004 EDITION). 5. A SEPARATE UNDERGROUND PERMIT IS REQUIRED FOR ALL FIRE LINES. SITE CONTRACTOR MUST PROVIDE A COPY OF CLASS I, II OR V TO MEET THIS CRITERIA. THESE PLANS MAY NOT BE COPIED OR MODIFIED WTHOUT WRITTEN PERMISSION FROM GULF COAST CONSULTING, INC. SANITARY SEWER PIPE CHART From To 4 10/11/ Structure No. Structure No. Description 2 7/14/ 1 SS -1 SS -2 118 LF - 8 PVC (DR -18) @ 0.50% 11 14 SS -2 SS -3 227 LF - 8" PVC (DR -18) @ 0.43% SED SS -3 SS -4 141 LF - 8" PVC (DR -18) @ 0.43% SS -4 LS -1 26 LF - 8" DIP* @ 1.04% RE%ITSJONS SS -5 SS -2 52 LF - 8" PVC (DR -18) ® 0.50% SS -6 SS -3 53 LF - 8" PVC (DR -18) @ 0.50% (' THE INTERIOR OF ALL DUCTILE IRON PIPE SHALL BE COATED WITH PROTECT0 401 EPDXY. SANITARY SEWER NtINHOLE CtIART SS -1 SANITARY MANHOLE s� �� SANITARY MANHOLE RIM EL = 45.75 RIM EL = 46.13 INV EL = 41.15 INV EL = 41.42 SANITARY MANHOLE ;� - I �i SS- 2 _.. _ I"� RIM EL = 45.86 INV EL = 41.16(W) INV EL = 40.56(N) SAN ITARY MANHOLE j INV EL = 40.46(E) E6 >RIM EL = 45.90O 1 20S I INV EL = 41.19 SANITARY MANHOLE SS -3 RIM EL = 45.62 D t �� ;_ �,� I INV EL = 40.92(E) NEICH�3C�iI,C� _M1I INV EL = 39.48(W) LIFT STATION C I T Y O F C L E i _ t- .. _ _. ._ .•_ r r1 INV EL = 39.38(N) LS -1 _ _ _.__ _... __ RIM EL = 46.00 r..._..._ ._. INV EL = 38,40 SANITARY MANHOLE SS -4 - (SEE DETAIL ON SHEET 14) RIM EL = 45.69 INV EL = 38.77(S) INV EL = 38.67(NE) SEAN P. CASHEN 42505 4 10/11/ 3 8/17/ ! 2 7/14/ 1 NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER GULF COAST CONSULTING, INC. CERTIFICATE OF AUTHORIZATION No. 9774 1 11 14 No, DATE SED PER CITY OF CLEARWATER COMME� SED PER CITY OF CLEARWATER COMME� SED PER CITY OF CLEARWATER COMME� SED PER DRC COMMENTS RE%ITSJONS / P as en . T xrYv bN FL P..113R- No. 42606 JOB Nn. 6x-087 F.B. & rC. 9 SET. 14 -05 -05 of a 0 R z a Y Aluminum Skimmer 0.55' Wide NOTES @ EL. 44.: 1. Fasten skimmer with 4 stainless steel bolts w/ lead anchors 2. Seal all edges of skimmer at contact points with structure with waterproof caulking or approved equal Concrete Pa, Under Skimrr 1,>" 7d" fall Pipe � 3' -4" -� v C v n PLAN VIEW TYPE E Straight Bars 2" x 3/16" Reticuline Bars 1 -1/4" x 3/16" Design High Water Level 5 -3/4" Eye Bolts Per Bands 1 -1/2" x 1/4" ® EL =46.00 5 -3/4" 4' -4" FDOT Index 201 Approx. Weight 215 Lbs. 1 3'-0' Top of Bank Grate EI =46.00 Water Quantity I Steel 2" Grate Weir @ EL. 44.20 2" Cir' 1 Aluminum Skimmer EL. 43.90 Water 18" Quality Outfoll Pipe 00 Normal Pool Level 6" U.D. ® El 43.10 BOT EL. 42.40 11 11 t IE =42.60 8" L#4 Bars L 2" Clr. r' 4�'x 0 12" Ctrs. Conc. Pad 4" Min. Install 6" (Min.) Gravel Bedding CROSS- SECTION FDOT TYPE E INLET (Modified) STORM SEWER OUTFALL CONTROL STRUCTURE ST -10 NTS 5' SLOPE V`ES SOD HANDICAPPED SIGN SEE INDEX NO. 119 NOTE: All pavement markings to be thermoplastic. 42" HIGH - - PEDESTRIAN HANDRAIL TOB ANCHOR MODULAR TOB 3 \ 46.5 RETAINING WALL 46.5 DH W1oo @ EL= 46.00 EL= 46.0 z 2.6' EL = STAKED SILT SCREEN �2 44.3 DLW @ EL_ =44.20 3 Uj NWL /SHWA o --------- ?: -:_: NWL @ EL= 43.10 a - =43.10 nC. UNDERDRAIN (SEE DETAIL BELOW) "a-` - --- - -- - - - - -- -- - - -- t 4 T I EL =41.0 - -- - - - ,_z BOT =42.0 ^F SEE RIGHT -> - LEVEL 1 ( *) ( *) N SPREADER EXISTING SECTION C -C� GROUND (TYP) w a 3' WIDE /5' HIGH IMPERMEABLE PROPOSED FENCE OR WALL CLAY LINER WITH PERMEABILITY K = 1x10 -` CM /SEC OR LOWER. CLAY TO BE TESTED BY GEOTECH PRIOR TO INSTALLATION. ( *) LITTORAL SHELF PLANTING AREA - SEE SCHEDULE @ RIGHT TYPICAL POND SECTION (SOUTH POND) NTS STAKED SILT SCREEN EXIST. GROUND (TYP.) DOUBLE ROW STAKED HAY BALE 6" LAYER OF WOODCHIP MULCH OR RUBBLE RIP -RAP DEWATERING, EROSION CONTROL AND EXCAVATION CONTRACTOR TO CONFORM TO STORMWATER POLLUTION & PREVENTION NOTES AS DETAILED ON SHEET 3. IF EXISTING SURFACE WATER WETLAND IS TO BE DEWATERED FOR MAINTENANCE AND EXCAVATION, A SEDIMENT SUMP AND EROSION CONTROL/ ENERGY DISSIPATER DEWATERING AREA MUST BE ESTABLISHED AS SHOWN TO ACCEPT THE DEWATERING DISCHARGE. THIS SUMP AREA MUST BE INSPECTED ON A PERIODIC BASIS AND MUST REMAIN INTACT AND FUNCTIONING PROPERLY THROUGHOUT DEWATERING ACTIVITIES. AFTER DEWATERING ACTIVITIES, CONTRACTOR TO INSTALL DOUBLE STAKED SILT SCREEN AROUND LIMITS OF EXCAVATION AS SHOWN PRIOR TO ANY EXCAVATION COMMENCING. AFTER DEWATERING ACTIVITIES HAVE CEASED, CONTRACTOR MUST INSTALL DOUBLE FLOATING TURBIDITY BARRIERS TO REMAIN IN PLACE UNTIL ALL SEDIMENTS AND TURBIDITY HAVE SETTLED OR DISSIPATED AS DETERMINED BY THE ENGINEER OR SWFWMO. DESIGNED TIN nn >nu Q.c. DEWATERING SEDIMENT SUMP EROSION CONTROL AREA NTS Gulf Coast Consulting, Inc. Land Development Consulting Engineering • Planning _Transportation .Permitting 13825 ICOT Blvd., Suite 605 Clearwater, Florida 33760 Phone: (727) 524 -1818 Fax: (727) 524 -6090 CLEAN OU T 18» 4• ' 18» Two -6" -1/16 (22j') Str ASTM D3034 -SDR 35 6" o 8" PVC Underdrain (Refer ' Plans for Diameter) 6 "or 8" X 6" Note: 1. Cleanout Faces Downstream. 2. All Cleanouts are 6" Only. WHITE BORDER & SYMBOL BLUE BACKGROUND BLACK BORDER & LETTERS WHITE BACKGROUND BLACK BORDER & LETTERS WHITE BACKGROUND ALL LETTERS 1" SERIES "C" III - II HANDICAPPED SIGN DETAIL HANDICAP DETAIL NTS EXIST. SURFACE 12" PROP. SURFACE MIN. STANDARD PRE - PAINTED DISABLED PARKING SIGN ON 1/8" THICK SHEET ,ALUMINUM EXIST. BASE PROP. BASE TIE -IN OF PROPOSED CONSTRUCTION TO EXISTING NTS HOT DIPPED GALVANIZED TANIDARD WEIGHT STEEL PIPE I "X2' -6" CONCRETE MASS. 'INI'SH TOP OF MASS LEVEL IITH A SLIGHT RAISED WASH PP'ROXIMATELY 1/2" ABOVE EVEL OF TURF /SOD. LITTORAL SHELF PLANTING CALCULATIONS TOTAL AREA AT NWL = 2616 SF PROPOSED AREA OF LITTORAL SHELF = 2017 SF LITTORAL SHELF = 777. OF TOTAL AREA LITTORAL SHELF PLANTING SCHEDULE (o COMMON NAME ELEV QUANTITY SPARTINA BAKERI ip I \ In 0 I v @ 49 rn I cna m d N N v C v n PLAN VIEW TYPE E Straight Bars 2" x 3/16" Reticuline Bars 1 -1/4" x 3/16" Design High Water Level 5 -3/4" Eye Bolts Per Bands 1 -1/2" x 1/4" ® EL =46.00 5 -3/4" 4' -4" FDOT Index 201 Approx. Weight 215 Lbs. 1 3'-0' Top of Bank Grate EI =46.00 Water Quantity I Steel 2" Grate Weir @ EL. 44.20 2" Cir' 1 Aluminum Skimmer EL. 43.90 Water 18" Quality Outfoll Pipe 00 Normal Pool Level 6" U.D. ® El 43.10 BOT EL. 42.40 11 11 t IE =42.60 8" L#4 Bars L 2" Clr. r' 4�'x 0 12" Ctrs. Conc. Pad 4" Min. Install 6" (Min.) Gravel Bedding CROSS- SECTION FDOT TYPE E INLET (Modified) STORM SEWER OUTFALL CONTROL STRUCTURE ST -10 NTS 5' SLOPE V`ES SOD HANDICAPPED SIGN SEE INDEX NO. 119 NOTE: All pavement markings to be thermoplastic. 42" HIGH - - PEDESTRIAN HANDRAIL TOB ANCHOR MODULAR TOB 3 \ 46.5 RETAINING WALL 46.5 DH W1oo @ EL= 46.00 EL= 46.0 z 2.6' EL = STAKED SILT SCREEN �2 44.3 DLW @ EL_ =44.20 3 Uj NWL /SHWA o --------- ?: -:_: NWL @ EL= 43.10 a - =43.10 nC. UNDERDRAIN (SEE DETAIL BELOW) "a-` - --- - -- - - - - -- -- - - -- t 4 T I EL =41.0 - -- - - - ,_z BOT =42.0 ^F SEE RIGHT -> - LEVEL 1 ( *) ( *) N SPREADER EXISTING SECTION C -C� GROUND (TYP) w a 3' WIDE /5' HIGH IMPERMEABLE PROPOSED FENCE OR WALL CLAY LINER WITH PERMEABILITY K = 1x10 -` CM /SEC OR LOWER. CLAY TO BE TESTED BY GEOTECH PRIOR TO INSTALLATION. ( *) LITTORAL SHELF PLANTING AREA - SEE SCHEDULE @ RIGHT TYPICAL POND SECTION (SOUTH POND) NTS STAKED SILT SCREEN EXIST. GROUND (TYP.) DOUBLE ROW STAKED HAY BALE 6" LAYER OF WOODCHIP MULCH OR RUBBLE RIP -RAP DEWATERING, EROSION CONTROL AND EXCAVATION CONTRACTOR TO CONFORM TO STORMWATER POLLUTION & PREVENTION NOTES AS DETAILED ON SHEET 3. IF EXISTING SURFACE WATER WETLAND IS TO BE DEWATERED FOR MAINTENANCE AND EXCAVATION, A SEDIMENT SUMP AND EROSION CONTROL/ ENERGY DISSIPATER DEWATERING AREA MUST BE ESTABLISHED AS SHOWN TO ACCEPT THE DEWATERING DISCHARGE. THIS SUMP AREA MUST BE INSPECTED ON A PERIODIC BASIS AND MUST REMAIN INTACT AND FUNCTIONING PROPERLY THROUGHOUT DEWATERING ACTIVITIES. AFTER DEWATERING ACTIVITIES, CONTRACTOR TO INSTALL DOUBLE STAKED SILT SCREEN AROUND LIMITS OF EXCAVATION AS SHOWN PRIOR TO ANY EXCAVATION COMMENCING. AFTER DEWATERING ACTIVITIES HAVE CEASED, CONTRACTOR MUST INSTALL DOUBLE FLOATING TURBIDITY BARRIERS TO REMAIN IN PLACE UNTIL ALL SEDIMENTS AND TURBIDITY HAVE SETTLED OR DISSIPATED AS DETERMINED BY THE ENGINEER OR SWFWMO. DESIGNED TIN nn >nu Q.c. DEWATERING SEDIMENT SUMP EROSION CONTROL AREA NTS Gulf Coast Consulting, Inc. Land Development Consulting Engineering • Planning _Transportation .Permitting 13825 ICOT Blvd., Suite 605 Clearwater, Florida 33760 Phone: (727) 524 -1818 Fax: (727) 524 -6090 CLEAN OU T 18» 4• ' 18» Two -6" -1/16 (22j') Str ASTM D3034 -SDR 35 6" o 8" PVC Underdrain (Refer ' Plans for Diameter) 6 "or 8" X 6" Note: 1. Cleanout Faces Downstream. 2. All Cleanouts are 6" Only. WHITE BORDER & SYMBOL BLUE BACKGROUND BLACK BORDER & LETTERS WHITE BACKGROUND BLACK BORDER & LETTERS WHITE BACKGROUND ALL LETTERS 1" SERIES "C" III - II HANDICAPPED SIGN DETAIL HANDICAP DETAIL NTS EXIST. SURFACE 12" PROP. SURFACE MIN. STANDARD PRE - PAINTED DISABLED PARKING SIGN ON 1/8" THICK SHEET ,ALUMINUM EXIST. BASE PROP. BASE TIE -IN OF PROPOSED CONSTRUCTION TO EXISTING NTS HOT DIPPED GALVANIZED TANIDARD WEIGHT STEEL PIPE I "X2' -6" CONCRETE MASS. 'INI'SH TOP OF MASS LEVEL IITH A SLIGHT RAISED WASH PP'ROXIMATELY 1/2" ABOVE EVEL OF TURF /SOD. LITTORAL SHELF PLANTING CALCULATIONS TOTAL AREA AT NWL = 2616 SF PROPOSED AREA OF LITTORAL SHELF = 2017 SF LITTORAL SHELF = 777. OF TOTAL AREA LITTORAL SHELF PLANTING SCHEDULE SPECIES COMMON NAME ELEV QUANTITY SPARTINA BAKERI SMOOTH CORDGRASS 43.1 -42.5 53 JUNCUS EFFUSUS SOFT RUSH 43.1 -42.5 49 PONTEDERIA CORDATA PICKERELWEED 42.5 -42.0 64 SAGITTARIA LANCIFOLIA ARROWHEAD 42.5 -42.0 58 NOTE: ALL PLANTINGS ARE TO BE BARE ROOT, 1 -GAL. EQUIVALENT ROOT BALL SIZE AT 3' ON- CENTER PLANTINGS. Brass Cleanout Plug r 8" 18" Square Concrete Pad, R" Thirk UNDERDRAIN CLEANOUT DETAIL I NTS ¢¢all I P+ 1:D ' '•R. SAMTER HOMES 580 Trinity Lane N St. Petersburg, Florida 33716-1200 Phone. (727) 573 -1338 6" or 8" Cemented Cap BOT 42.0 _..1 s" 4' 5' INTEGRAL CURB & SIDEWALK NTS 24' DRIVING SURFACE (SEE NOTE BELOW) 12' 12' 1.0 1.0' 12 "X12" CONCRETE EDGER CURB (3000PSI) 4' WIDE CONCRETE SIDEWALK (WHERE APPLICABLE) NOTE: 24' WIDE HARD DRIVABLE SURFACE, INCLUDING CURB, IS DESIGNED TO WITHSTAND 80,000 LBS FOR FIRE AND EMERGENCY VEHICLES. 24' WIDE HARD SURFACE TO BE INSTALLED PRIOR TO VERTICAL CONSTRUCTION FOR EMERGENCY VEHICLE ACCESS. SOD REGRADE & SOD ALL DISTURBED AREAS PROPOSED 6' •>_ HIGH FENCE Q OR WALL z STAKED SILT $ SCREEN F CIL •w .a MATCH EXIST. GROUND TYPICAL CROSS SECTION C -C (LEVEL SPREADER SWALE) NTS TOB= 46.5 ANCHOR MODULAR RETAINING WALL (OR APPROVED EQUAL) TOP OF WALL EL =46.5 BOTTOM OF WALL EL =44.3 Wearing Surface Base ................ .'.'. .'.'.'.'.'.'.'...'.'.'...'.6 ".' Compacted Subgrade... ,/\ /i /.: �. /; �, �'�777/, /,�.; Z, 12" HEADER CURB N TS 12 "X12" CONCRETE EDGER CURB (3000PSI) St OPE 4pR�Es I 1 TYPE S ASPHALTIC SURFACE COURSE 6" LIMEROCK BASE (LBR 100) (') 8" SUB -BASE (LBR 40) ( *) OR AS ALTERNATE 6" CRUSHED CONCRETE (LBR 150) OR 6" SOIL CEMENT (300 PSI/ 7 DAY) ON 8" COMPACTED SUB -BASE (98% AASHTO T -180) TYPICAL STREET SECTION NTS SOD 4" Drop at All Drives 5" 1" Wearing 1 -1 /2 "R Surface L::4 04 Base 7 d : ; Q Compacted. . . . Subgrade - . . . . . . . . . j� \/ \7j\ STRAIGHT CURB NTS SLOPE VARIES " 6" VERTICAL CURB 2.0 WHERE APPLICABLE ALT SECTION (W /VERTICAL CUR91 VARIES VARIES PAD TOB TOB PAD SLOP 46.5 46.5\\ lES - -- E �ARlES 51-OpE VAp DHW1oo @ EL =46.00 - - - -- ------ - - - - -- DLW @ EL =44.20 1 BOTTOM =43.10 TYPICAL POND SECTION (NORTH POND) NTS SAND FILTER MEDIA ( *� A.) WASHED MATERIAL MEETING FDOT ROAD AND BRIDGE SPECIFICATIONS FOR SILICA SAND AND QUARTZ GRAVELS, OR MIXTURES THEREOF (LESS THAN 1 PERCENT SILT, CLAY AND ORGANIC MATTER), UNLESS FILTER CLOTH IS USED WHICH IS SUITABLE TO RETAIN THE SILT, CLAY AND ORGANIC MATTER WITHIN THE FILTER; CALCIUM CARBONATE AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE; B.) UNIFORMITY COEFFICIENT 1.5 OR GREATER; AND C.) EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 MILLIMETERS IN DIAMETER. CLEAN OUT: 6" HDPE NO SOD UNDERDRAIN FILTRATION SYSTEM DETAIL 1 " =1' THESE PLANS MAY NOT BE COPIED OR MODIFIED 1MTHOUT WRITTEN PERMISSION TREETOPS II FROM GULF COAST CONSULTING, INC. [4 PAVING, GRADING & DRAINAGE DETAILS TREATMENT VOLUME 4 � 11 SEAN P. CASHEN 42505 2 10/11/06 REVISED PER CITY OF CLEARWATER NOT VAUD UNLESS SIGNED & EMBOSSED 1 11/14/05 REVISED PER DRC COMMENTS BY A REGISTERED ENGINEER GULF COAST CONSULTING. INC. No DATE RE\�srons CERTIFICATE OF AUTHORIZATION No. 9774 N.W.L.= 43.10 M�_i' S(JT .,'42.0 REC.6 - r NOV 0 2 20 _9 REVEL 0PIME: ,4j ! t NEIGHBORHOOD CITY OF CLE;AIIWA I € i 10B ND. 04 -087 � O F.B. & PC. _ SHT. SITS , -- DATF_ 14 It / 98 =05 -05 OF f� o /EL W/ PLUG = 44.3 D.L.W.= 44.20 COURSE AGGREGATE/ COURSE GRAVEL (NO LIMEROCK 5t (NO LIMEROCKEORTLMESTONE) OR LIMESTONE) �\ ` x a � +` r` ` . ;��a "d• 5y EL= 43.40 � � .. ;",NON-WOVEN PERVIOUS FILTER r . - BETWEEN FILTER AND GRAVEL (FILTER -X J�z ' `' '. - 4 : JERATEX, MIRAFI OR EQUIVALENT) EL= 42.40 `y i 7 = + `� I�> c `; S �; TO BE LINED WITH EL= 41.90' ? UNDERDRAIN 30 MILS IMPERMEABLE MATERIAL 6" UNDERDRAIN (ADS) FLEXIBLE PERFORATED POLYETHELENE TUBING 1 g" 24" SAND FILTER MEDIA UNDERDRAIN FILTRATION SYSTEM DETAIL 1 " =1' THESE PLANS MAY NOT BE COPIED OR MODIFIED 1MTHOUT WRITTEN PERMISSION TREETOPS II FROM GULF COAST CONSULTING, INC. [4 PAVING, GRADING & DRAINAGE DETAILS TREATMENT VOLUME 4 � 11 SEAN P. CASHEN 42505 2 10/11/06 REVISED PER CITY OF CLEARWATER NOT VAUD UNLESS SIGNED & EMBOSSED 1 11/14/05 REVISED PER DRC COMMENTS BY A REGISTERED ENGINEER GULF COAST CONSULTING. INC. No DATE RE\�srons CERTIFICATE OF AUTHORIZATION No. 9774 N.W.L.= 43.10 M�_i' S(JT .,'42.0 REC.6 - r NOV 0 2 20 _9 REVEL 0PIME: ,4j ! t NEIGHBORHOOD CITY OF CLE;AIIWA I € i 10B ND. 04 -087 � O F.B. & PC. _ SHT. SITS , -- DATF_ 14 It / 98 =05 -05 OF f� o 0C'Tt, $ L X: 42505 3' -0 SWALE LINED WITH VEGETATION dQ TOPSOIL LOW PERMEABILITY CLAY SOIL 8" MIN. / GEOMEMBRANE LINING VERTICA BLOCK — - \ (OPTIONAL) STEEL FENCE OR RAILING DISTANCE SLOPE MAY VARY ". VARIES 4 COMPACTED INFILL CAP BLOCK VERTICA BLOCK 4" TEE a= / = VARIES j FREE DRAINING A . •. , AGGREGATE —4" DIA. DRAIN TILE :p _ -•— NON- SHRINK (EL. VARIES) • •` ' - •. �. °. GROUT AROUND POST � - - ' ANCHOR VERTICA — DRAINAGE SWALE DETAILS �• o (REF. NCMA DESIGN MANUAL) 12 INCHES OF FREE �'^ DRAINING AGGREGATE -d! d d - d b d b b b (NOT TO SCALE) • REINFORCEMENT LENGTH .;. GEOSYNTHETIC REINFORCEMENT j• REMOVE PORTION OF ADJACENT UNITS TO ALLOW DAYLIGHT DRAIN DRAIN TILE THRU FACE THROUGH WALL d 2" CUT 1 1 DAYLIGHT DRAIN THROUGH WALL FACE .a 2ND COURSE ABOVE GRADE RAILING OR FENCE PROPOSED FINISHED (AS REQ D) (REFDER VERTICA BLOCK •Q 1ST COURSE ABOVE GRADE TO GRADING PLANS) GRAVITYSTONE ` 1ST COURSE BELOW GRADE CAP UNITS 2ND COURSE BELOW GRADE • SLEEVE AND NON- SHRINK '.. GROUT AROUND POST /PIPE. ., SLEEVE INSTALLED DURING •: I SPACING VARIES _—j CONSTRUCTION ADHESIVE GEOGRID LAYERS CAP BLOCK % •� WALL ERECTION. 50' MAXIMUM PER DESIGN) 4 - ` O NTH 57 SOTONE. (TYPICAL) $ TOP OF WALL CAP BLOCK SLOPE MAY VARY GRAVITYSTONE l FILTER FABRIC ELEV. MINI -CELL UNITS (TYPICAL) (TYPICAL) "•; RUBBLE RIP -RAP TO PROTECT .;. VERTICA PRO— \/ Other Layer WALL EMBEDMENT (AS REQ'D). APPROXIMATE LIMITS b..: BLOCK OF EXCAVATION . (AS REQUIRED) .v ° • '' "� . l� U — ^� 'x "• . • : 12 uNCHES OF FREE DRAINING AGGREGATE Other Layers PROPOSED FINISHOW '1 �' ' 4o GRADE AT BOTTOM LL H t o (REFER TO GRADING PLANS) „ 6 HK. x 3'-0 WIDE ANCHOR VERTICA BLOCK He .' .". REINFORCEMENT LENGTH' •- GRAVEL LEVELING BASE FENCE RAIL DETAIL DAYLIGHT DRAIN .••''''•^ ; • GEOSYNTHETIC REINFORCEMENT 2nd Layer TYPICAL CROSS SECTION THROUGH WALL NTS THROUGH RETAINING WALL BOTTOM OF WALL ELEV. FINISHED �' '' 4" DIA. DRAIN TILE (EL. VARIES) GRADE 1st Layer (VARIES) \`jam / / \ /�\ �\ /�\ / \\ \�j \ \\��\/ WALL BASE NATIVE SOIL SLOPE MAY VARY HAND CUT BLOCK UNITS CAP BLOCK TO WITHIN 1/2' OF PIPE 6 "— 6" MINIMUM COMPACTED 2' -8" GRANULAR BASE LEVELING PAD \/ / VERTICA PRO BLOCK " — " 12 INCHES OF FREE ? j DRAINING AGGREGATE i SLEEVE FOR POST /PIPE (PVC) OR SIMILAR) ANCHOR VERTICA PRO BLOCK •� � ,• GEOSYNTHETIC N LINK, OR OVER FE E/RAI NG TYPE SPLIT RAIL, CHAIN LINK, PIPE OR OTHER FENCE /RAILING TYPE LIT RAIL, C DAYLIGHT DRAIN THROUGH THE WALL NTS .a:.. REINFORCEMENT ;. = He o ' 4 .......... . ..... ........ ......................... .. . RIPRAP �± WRAP PIPE IN FILTER • FABRIC TO REDUCE FINES WASHING OUT THE FACE (VARIES) 7 \j 4" DIA. DRAIN TILE • WALL BASE NATIVE SOIL 6' 6" MINIMUM COMPACTED _7z SCOUR PROTECTION 2' -8'" GRANULAR BASE AS REQUIRED USE LEVELING PAD RIPRAP OR PRECAST SLAB IN OUTLET AREA (DESIGNED BY OTHERS) INSTALL SLEEVES DURING CONSTRUCTION TO PREVENT DAMAGE TO GEOSYNTHETIC REINFORCEMENT r FACE WALL SIDE WALE gQy ! r j ,, 2 4Q - ANCHOR — WALL FACE VIEW ANCHOR VERTICA PRO — LOW FLOW WITH RAILING OR FENCE THROUGH PIPE OUTLET DETAIL I�I�;Il�tl►iC , I NTS NTS CITY Ut c:l_t ,. Gulf Coast Consulting Inc. s, SAMTER HOMES i s '(P THESE PLANS MAY NOT BE COPIED OR MODIFIED WITHOUT WRITTEN PERMISSION FROM GULF COAST CONSULTING, INC. Ios Nn. Land Development Consulting Engineering TREETOPS �� 04 -087 11A - - DRAR.'N s &rc GJS MKC / -Planning -Transportation .Permitting 13825 ICOT Blvd., Suite 605 Clearwater, Florida 33760 580 Trinit Lane N Y St. Petersburg, Florida 33716-1200 PAVING GRADING & DRAINAGE DETAILS SEAN P. 42505 CxrCKED SPC 2 10/11/06 REVISED PER CITY OF CLEARWATER C0)vIME TS1 , .•'�'' NOT VALID UNLESS SIGNED I EMBOSSED S SIGNS UL A REGISTERED ENGINEER GULF COAST CONSULTING, INC. 1 7 14 06 ADDED SHEET PER CITY OF CLEARWAYS ' C MM N } 08- 055 -05 Phone: (727) 524 -1818 Fax: (727) 524 -6090 Phone: (727) 573 -1338 14 QC : G�% a RE�iSfONS arro CERTIFICATE OF AUTHORIZATION No. 9714 NO. DATE �/ / t 9t BY or 0C'Tt, $ L X: 42505 -OH OHL LL G G ;I 1 42 9.4. ,9.3 16.0 N /N / W N N N N N N � M i6' EX. WATER LINE (A°PROX LOCATION) DRUID ROAD N - N - N - 'N -- 'N 'N W ',l N N 'N 'N W N N N - 6" EX. WATER LNE (APPROX, LOCATION) 34.0' WIDE ASPHALT PAVEMENT 0 i w i �— 2" EX. FORCE MAIN (APPROX. LOCATION) W , N - -- N - -�7— J S 0 A C 6 Z 0� o�Qa _w ry 3:r� 0 0 I ry 0 0(T C OA TREE L.EC END 20 OAK OA EX15TINO TREE TO REMAIN TREE BARRICADE ROOT PRUNING LIMITS FNOV 0 2 2000 1 i DEVELO0,4F.fi r 9. NI;IUHIIl�Lif10�� �Fil�%I�?F4 QIfY OF ()LFAfiWA F=H NORTH 20 0 20 40 SCALE 1" = 20' - 0" THESE PLANS MAY NOT BE COPIED OR JOB NO, DESIGNED MODIF,.ED WITHOUT WRITTEN PERMISSION ANDERSON LESNIAK LIMITED INC. SAMTER HOMES 1 '{ �! C TT FROM GULF COAST CONSU'_TI O, 'NC. FMA 1�L rLTOPS 11 04 -087 DRAWN FMA LANDSCAPE ARCHITECTS * )AND PLANNERS * URBAN DESIGN 580 Trinity ane N 2 10/30/06 AS REQUESTED BY THE CITY F.B -& LA-1 Y CHECK 4921 5. WE5T5HORE BOULEVARD, TAMPA, FLORIDA 33G I I St. Petersburg Florida 33716-1200 L. A YSr UTTER, LAOOOOI163 1 11/02/05 AS REQUESTED BY THE CITY AU (81 3) 83 1-9595 FAX 83 1-5485 ander5on.le5rnak @verizon.net TREE PROTECTION PLAN NDT VALI LESS SIGtdED & EMBOSSED DATE. . BY A REGISTERED LANDSCAPE ARCHITECT APP'D Q8 -05 -05 Q_�. project number: 05241 Phone. (727) 573 -1338 © `31 — b( NO. DATE REVISIONS BY of n m rn N ca co 1 100 Cl) 00 �}J o O a W a W c �.� QfN IIH N i ti Z L L U L 3 C IRRIGATION NOTE ,• W �w ALL LAND56APE AREAS SHALL BE WATERED WITH AN AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM, WITH A RAIN CHECK DEVISE CONNECTED TO THE CONTROLLER: AFTER THE 30 -DAY ESTABLISHMENT PERIOD, THE CONTROLLER SHALL BE SET - TO OPERATE IN COMPLIANCE WITH LOCAL WATERING RESTRICTIONS. SPRAY AND ROTOR HEAD NOZZLE5 5HALL BE ADJU5TED TO ELIMINATE _OVER SPRAY ONTO PAVED SURFACES. IRRIGATION SHALL PROVIDEJ0096---COVERAGE. 'N - w w w w w N w •N 6" EX WATER LINE (APPROX. LOCATION) N -- N N N -- N - -- 'N 'N -- N -- N - -- - W -- - W W N H N W N n W N - NORTH � 16° EX IVATER LINE (APPROX LOCATION) 34.0' WIDE ASPHALT P A VE'� E N T 0 2D D 20 40 SCALE 1" = 20' - 0" 'N T_ — 2" EX FORCE MAIN (APPROX. LOCATION) Y W - DESIGNED FMA DRAWN FM A CHECKED AU Q.0 ANDERSON LESNIAK LIMITED, INC. LANDSCAPE ARCHITECTS * LAND PLANNERS * URBAN DESIGN 4921 5. WE5T5HORE BOULEVARD, TAMPA, FLORIDA 33G I I (8 13) 83 1-9595 FAX 83 1 -5485 ander5on.le5niak @verizon.net project number: 05241 SAMTER HOMES 580 Trinity Lane N St. Petersburg, Florida 33716 -1200 Phone: (727) 573 -1338 TREETOPS II LANDSCAPE PLAN TREE LEO END 20" �i OAK EXISTING TREE TO REMAIN SYMBOL LEO END ARGENTINE BAHIA 500 TREE REGQU I REMENTS PERIMETER ABUTTING ROW NORTH BUFFER 355.86'/35 LF = 10 TREES X 2 = 20 - ACCENT TREE5 (OHW) WEST BUFFER 283'!35 LF = e TREE5 X 2 = I6 - ACCENT TREES (OH" EAST BUFFER 283.66/35 LF = 8 TREES - SHADE TREES SOUTH BUFFER 3gg.8/35 LF = II TREES - SHADE TREE5 TOTAL REQUIRED PERIMETER TREE5 = 55 TREE5 FOUNDATION REQUIREMENTS 790 LF /40 LF = 20 X 2 = 40 AGGENT TREES TOTAL TREE5 REQU I RED = 95 TREE REMOVAL5 2623" REMOVED + 590" SAVED = 3,234" CRED I T5 = 3,254"X 255 = 808 + 590" SAVED ± 302" PROP05ED 1,700 CREDIT REPLACEMENT INCHE5 = 3,234" - 1,700" = 1,534" TREE BANK= 1,534" X 24 (for rated 3) = $36,816 PROP05ED TREF5 QUEEN PALM 40 X I = 40" FOXTAIL PALM 22 X I = 22" LIVE OAK lox 3 = 30" HIGHRISE LIVE OAK II X 3 = 33" SOUTHERN MAGNOLIA 15 X 3 = 45" TREE -FORM LIGUSTRUM 22 X 2 = 44" 51LVER BUTTONWOOD 4X2= 8" YAUPON HOLLY 24 X 2 = 48" EASTERN REDBUD 8 X2= 16" HIBISCUS STANDARD 6X2= 16" TOTAL TREES PROPOSED = 164 302" PLANT MATERIAL L 15T NUS 9 2 206 pEV>rLOP,Fr_ �!� NE1GHB0RHOOD C11Y OF CLEA'r `jL A, . E ",_J M. (2Ty. BOTANICAL NAME COMMON NAME SPECIFICATIONS P 40 SYAGRUS ROMANZOFFIANA OUEEN PALM 16-21' OVERALL HT, GREY HOOD B 22 WODYETIA BIFLROATA FOXTA/L PALM 18 ® I6' HT d 4 ® 18' OVERALL HEIGHTS v 10 6UERCU5 VIRGINIANA LIVE OAK 13' HT X b' SPD, 3" GAL, 65 GALLON H II QUERCU5 VIRGINIANA QVTIA HI&HRISE LIVE OAK 13' HT X 6' SPD, 3" GAL, 65 GALLON C 15 MAGNOL I A GRAND I FLORA 65<Xtr BERN NA OWL lA 8' HT X 4' SPD, 2" GAL, 30 GALLON J 22 LIGUSTRUM JAPONICA TREE£ FORM L16U5TRUM 8' HT X b' SPD, MULTI -STEM E 4 CON0GARPU5 EREGTU5 "SERIGEU5" 51LVER BUTTONWOOD 8' HT X 6' SPD, 45 GALLON MULTI -5TEM H 24 ILEX VOMITORIA 'rAUPON HOLLY W HT X 4-5M, 30 GALLON, MULTI -STEM Cl 8 CERCIS CANADEN515 EA57FRN REDBUD 8' HT X 5' 5PD, 2" GAL, 30 GALLON N 8 HIBISCUS R05A 51NEN515 H/615CV5 5TANDARD, PINK 8' HT X 4' 5PO, 2" GAL, 15 GALLON U 64 COCCOLOBA UVIFERA 5EA&RAPE 24' HT X 24' SPO, 3 GALLON R 8 PHOENIX ROEBELENII PY&W 12A 7E PALM 5'--6' HEIGHT, DOUBLE 2 4 STRELITZIA REOINAE BIRD OF PARA0I5E 30" HT X 36" SPO, 10 GALLON At g GRINUM ASIATICUM CRINUM LILY 48" HT X 48" SPD, 15 GALLON R 137 HIBISCUS R05A 5INEN515 RED 1201 H /015C.U5 24' HT X 24' 5PD, 3 GALLON A 100 PLUMBAGO AURICULATA PLUMBA60 24' HT X 24" SPD, 3 GALLON P 155 CHRYSOBALANUS IGACO "RED TIP" RED TIP COCOPLUM 24" HT X 24" 5PD, 3 GALLON N 6 P5YCHOTRIA NERVOSA COFFEE PLANT 24' HT X 18" 5PD, 3 GALLON A 32 SC HEFFLERA ARBORICOLA "TRINETTE° DWARF SGHEFFLERA 18" HT X 18" SPD, 3 GALLON F 190 TRIP5ACUM FLORIDANA DWARF FAKAHATGHEE 6RA55 18" HT X 18" SPD, 3 GALLON P 55 5ERENOA REPEN5 5AW PALMETTO 18' HT X 18" 5PD, 7 GALLON X 15 PHILODENDRON "XANADU" XANADU PHILODENDRON 18' HT X 18" 5P2, 3 GALLON :I 860 RAPHIOLEPI5 INDICA DWARF INDIAN HAWTHORN 12' HT X 15" SPD, 3 GALLON M 3b LIRIOPE MU5CAR1 EMERALD 6012VE55 14" HT X 12' 5PD, 2 GALLON v 210 DIETE5 VELETA WHITE AFRICAN IRI5 10" HT X 10" SPD, I GALLON 5 10 EVOLVULU5 6,LOMERATU5 BLUE DAZE b" HT X 10" SPD, I GALLON THESE PLANS MAY NOT BE COPIED OR MODIFIED WITHOUT WRITTEN PERMISSION FROM GULF COAST CONSULTING, INC. L, AL SON TITER, LA00001163 NOT VALID SS SIGNED & EMBOSSED BY A R EGIST REr� DSCAPE ARC l iECT 2 10/30106 AS REQUESTED BY THE CITY 1 11/02/05 AS REQUESTED BY THE CITY DATE REVISIONS JOB NO. 04 -087 ILA-21 F.B. & PG. DATE: BY 1 08 -05 -05 I of I e LANDSCAPE INSTALLATION NOTES 1) ALL PLANT MATERIALS SHALL BE FLORIDA #1 OR BETTER AS GIVEN IN, 6RADE5 AND STANDARDS FOR NURSERY PLANTS, FEBRUARY Ig98 EDITION, PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 2) LOCATION OF PLANTS ON THE PLAN ARE DIAGRAMMATIC- SEE THE LANDSCAPE ARCHITECT FOR QUESTIONS ON EXACT LOCATIONS. THE PLANT MATERIALS LI5T 15 PROVIDED FOR THE CONVENIENCE OF THE LANDSCAPE CONTRACTOR; SHOULD THERE BE ANY DISCREPANCY BETWEEN THE PLANT LIST AND THE PLAN, THE PLAN SHALL PREVAIL. 3) IT 15 THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL PLANT BED AREAS HAVE PROPER DRAINAGE FOR OPTIMUM GROWTH OF LANDSCAPE MATERIAL BEFORE INSTALLATION BEGINS. 4) THE CONTRACTOR SHALL INSURE THAT ALL PLANTING ISLANDS AND OTHER AREAS SHALL BE GLEAN OF TRASH, 00145TRUCTION DEBRIS, OR OTHER WASTE MATERIALS TO A DEPTH OF 24" PRIOR TO LANDSCAPE INSTALLATION. 5) ALL PLANT BEDS AND TREE RINGS SHALL BE TREATED WITH A PRE - EMERGENT HERBICIDE AND THEN TOP - DRESSED WITH 3" DEEP PINE BARK NUGGETS. ALL NEW TREES SHALL HAVE A TREE RING WITH A MINIMUM OF 24" RADIUS, ALL NEW TREES AND PALM5 5HALL BE STAKED. ALL EXI5TIN6 TREES TO REMAIN SHALL HAVE A 6' RADIU5 MULCH RING AT A DEPTH OF 3 ". 6) NEW SOD SHALL BE ARGENTINE BAHIA 500 APPROXIMATELY 46,000 S.F. AS SHOWN ON THE PLAN. CONTRACTOR SHALL DETERMINE EXACT QUANTI TI E5 IN THE FIELD. 500 AREAS SHALL BE MAINTAINED BY THE CONTRACTOR FROM THE TIME OF INSTALLATION TO THE TIME OF FINAL ACCEPTANCE. TOP OF 500 AND MULCH SHALL BE I" BELOW SIDEWALK. `i) TREES SHRUBS, AND GROUND COVER SHALL BE INSTALLED USING THE FOLLOWING PROCEDURE. PLANT PITS SHALL BE EXCAVATED TO TWICE THE DIAMETER OF THE PLANT ROOT BALL. AERATE EXISTING 501L BEFORE BACKFILLING PIT. ADD AGRIFORM FERTILIZER TABLETS TO EACH PLANT PIT, AS PER THE SPEC I F I CATI ON5. 8) TREE INSTALLATION: ALL REQUIRED TREE5 SHALL BE INSTALLED I" - 2" ABOVE FINISH GRADE. TREES INSTALLED OR BURIED TOO DEEP SHALL BE RESET TO THIS STANDARD. REMOVE THE TOP 11'3 OF THE WIRE BASKETS ON ALL B d B STOCK. EXOTIC PEST PLANT REMOVAL ALL INVASIVE EXOTIC SPECIES SUCH AS BRAZILIAN PEPPER, CHINESE TALLOW, AND PUNK TREES, MUST BE REMOVED FROM THE SITE. EXOTIC TREES AND SHRU65 SHALL BE OUT FLUSH WITH FINISH GRADE. RESULTING STUMPS SHALL BE REMOVED FROM THE SITE OR TREATED WITH AN APPROVED HERBICIDE. CONTRACTOR SHALL TREAT GUT 5TUMP5 WITH 6AR.LON 3A, TROOPER, OR RODEO HERBICIDE TO THE CAMBIUM LAYER AS PER MANUFACTURER'S INSTRUCTIONS, AT THE RECOMMENDED STRENGTH TO PREVENT RE- GROWTH. APPLY HERBICIDE IMMEDIATELY AFTER TRUNKS ARE GUT TO PREVENT SAP FROM SEALING WOUNDS. REMOVE ALL WASTE MATERIALS PRODUCED BY TH15 WORK FROM THE SITE AND DISPOSE OF THEM IN A LEGAL MANNER. TREE PROTECTION NOTES 1) DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE LNLAWFUL TO REMOVE VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, MACHINERY OR GON5TRUCTION MATERIAL OF ANY KIND WITHIN THE DRIPLINE OF A TREE TO REMAIN. 2) BEFORE CONSTRUCTION STARTS, ALL PROTECTED TREES SHALL BE PRRIED AS FOLLOWS: PRUNE TREES TO 12' CLEAR TRUNK HEIGHT, REMOVE ANY DEAD OR DECEASED TRUNKS OR BRANCHES, AND REMOVE WEAK OR GR055ED BRANGHE5. ALL CUTS SHALL BE MADE SUFFICIENTLY OL05E TO THE TRUNK OR PARENT LIMB, WITHOUT CUTTING INTO THE BRANCH COLLAR OR LEAV (NC, A PROTRUDING 5TU13, 50 THAT CLOSURE GAN READILY START. ALL TRIMMING SHALL BE DONE IN ACCORDANCE WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A -300 PRUNING STANDARDS. 3) ROOT PRUNING SHALL OCCUR IN THE LOCATIONS SHOWN ON THE PLAN. CONTRACTOR SHALL SEVER THE ROOTS GLEAN, WITH A SHARP INSTRUMENT, TO A DEPTH OF 18". A 2" LAYER OF MULCH SHALL BE IMMEDIATELY APPLIED OVER THE SURFACE OF EXPOSED ROOTS OF PROTECTED TREES. A SOIL AUGER WILL BE USED TO BORE UNDER ROOT 5YSTEM5 WHEN UTILITIES ARE TO BE INSTALLED WITHIN 10' OF A PROTECTED TREE. CONTRACTOR SHALL PROVIDE A 6' RADIUS MULCH RING AT A DEPTH OF 3" AROUND ALL EXISTING TREES TO REMAIN. 4) ADDITIONALLY, BRANCHES THAT INTERFERE WITH CONSTRUCTION OF BUILDING SHALL BE PRUNED. ROOT AND BRANCH PRUNING NOTES ROOT PRUNINe: BEFORE GRADING, PAD PREPARATION, OR EXCAVATION FOR PARKING AREA CURBS, 51DEWALK5, OR DRIVEWAYS, THE ROOTS OF IMPACTED TREES MUST BE PRUNED WITH APPROVED EQUIPMENT ONE FOOT OUT5IDE OF BARRIERS ALL ROOT PRUNING 5HALL BE CONDUCTED BY A LICENSED CERTIFIED ARBORI5T, AND MAY REQUIRE THE CITY'5 ARBORI5T TO BE PRESENT DURING THI5 PROCEDURE. 1) A DETAILED REPORT OUTLINING THE REQUIRED ROOT PRUNING PR(XE0URE5 5HALL 13E PREPARED BY A LICENSED, CERTIFIED, CONSULTING ARBORIST, TO BE SUBMITTED TO A LANDSCAPE ARCHITECT FOR APPROVAL. 2) ALL DAMAGED ROOTS ARE TO BE EXPOSED TO SOUND T1550E AND SEVERED CLEANLY. ROOTS SHALL BE PRUNED TO A DEPTH OF 16 INCHES BELOW THE EXISTING GRADE OR TO THE DEPTH OF DISTURBANCE IF LE-55 THAT 18 INCHES FROM THE EXISTING 6RADE. 3) PROPHYLACTIC, TREATMENTS, SUCH AS THE APPLICATION OF FUN61 C I DE5 INTO THE PRUNING TRENCH, WILL BE REQUIRED TO ENSURE THE LEAST AMOUNT OF DAMAGE TO PRUNED ROOTS. 4) AFTER COMPLETION OF ROOT PRUNING, ALL BARRIERS ARE TO BE REINSTALLED, AND THE AREA INSIDE THE BARRIER 15 TO RECEIVE GORE AERATION. 5) ADEQUATE WATER MUST BE SUPPLIED TO ROOT PRUNED TREES TO AIDE IN ROOT REGENERATION AND DEGREASE STRESS. 6) BRANCH PRUNING, ALL STRUCTURAL AND ELEVATION PRUNING MUST BE PERFORMED PRIOR TO LAND CLEARING BY A LICENSED CERTIFIED ARBORI5T ACCORDING TO ANSI 300 PRUNING 5TANDARD5. GROWN SPREAD l _'�JL— j , REMOVE DEAD AND INJURED TWIGS, TRIM NO LEADERS, RETAIN NATURAL SHAPE. WHITE SURVEYOR'S TAG611NG TAPE, 6" LENGTH 3 - 2" X 2" 5TAKE-5 DRIVEN INTO GROUND AT AN ANGLE, THEN TIGHTENED TO VERTICAL POSITION, e,' MINIMUM LENGTH, STAKE5 AT 1200 ANGLE ARBOR TIE CONNEGTION5, GROWN OF ROOT13ALL S BALL BE INSTALLED I” ABOVE FINISH GRADE 3" MINIMUM MULCH LAYER„ INSTALL MULCH 2" AWAY FROM TRUNK FINISH GRADE AERATE EXISTING SOIL BAGKFILL EXI5TING 5UBCRADE APPLY FERTILIZER TABLETS DURING TREE INSTALLATION. PLACE TA13L.ETS BETWEEN TOP AND MIDDLE OF ROOT MASS. TREr— STAKING AND PLANTING DETAIL 4" SAUCER RIM WITH 3" MULCH ON TOP (WHEN NECESSARY). SAUCER SHALL BE UNIFORM AND NEATLY CON5TRUCTED. CONTRACTOR 5HALL REMOVE STAKING AND GUYING MATERIALS AFTER ONE GROWING SEASON. CROWN SPREAD p REMOVE DEAD AND INJURED TWIGS, TRIM NO LEADERS, RETAIN NATURAL SHAPE. GROWN OF ROOTBALL SHALL BE I" ABOVE FINISH GRADE 3" MINIMUM MULCH LAYER AERATE EXISTING 501L BACKFIILL EXISTING SUBGRADE APPLY FERTILIZER TABLETS DURING TREE INSTALLATION. PLACE TABLETS BETWEEN TOP AND MIDDLE OF ROOT MASS. MULTI -STEM TREE DETAIL 4" SAUCER RIM WITH 3" MULCH ON TOP (WHEN NECESSARY). SAUCER SHALL BE UNIFORM AND NEATLY CONSTRUCTED. INSTALLATION: TRIM 113 OF WN PROWS AT TIME OF r .. iAND • LAYERS BURLAP PAD AT 0 SUPPORT • NO NAILS IN TREE P4000 "RE TIE ii SPACE THREE AT 120 TYPICAL i� Ili 20 x 41 STAKr= - THREE –:. i LON& 40 MIN. SAVOER, PJM 50 MINI H)LCIH RADIUS FROM TRUW EXIST1149 SOIL ....•....��e�' :6- . PALM STAKINO AND FLANTINO DETAIL :• •/h / 0 a /0 •• /.ye AP10 —0 7-- 3" MINIMUM MULCH �— 500 AERATE EXISTING SOIL BAGKFILL EX15TING 501L 2X IX APPLY FERTILIZER TABLETS DURING PLANT INSTALLATION. PLACE TABLET5 BETWEEN TOP AND MIDDLE OF ROOT MASS. 5HRUB PLANTING DETA I L s SPACE PLANTS 24" N ON CENTER 24" 1 5TAGGER ROWS OF PLANTS GROUND COVER SWAGING DETAIL TREE BARRICADE WHY A BARRIER? I. TO PROTECT ALL THE ABOVE GROUND PROTION5 OF THE TREE FROM DAMAGE. 2. TO PROTECT SOIL NEAR TREE FROM COMPACTION AND PREVENT ROOT DAMAGE. 3. TO PROVIDE PHYSICAL AND MENTAL AKWENE-55 OF TREE'S PRESENCE TO EQUIPMENT OPERATORS AND CONTRACTORS TO MAKE IT WORK I. PLANT NO HEAVY EQUIPMENT INSIDE BARRIER, ONLY HAND LABOR. 2. PLACE NO CONSTRUCTION MATERIAL OR SOIL DEPOSITS INSIDE BARRIER AREA. BY OBSERVING THESE TWO SIMPLE RULES A TREE'S CHANGE FOR SURVIVAL 15 GREATLY IMPROVEDI SPECIFICATIONS OF INSTALLING A BARRIER 1. MINIMUM RADIUS TO BE PROTECTED: A. PINES - DRIPLINE OR 6', WHICHEVER 15 GREATER. B. ALL OTHER TREES INCLUDING HARDWOODS, 2/3 OF THE DRIPLINE OR 6' WHICHEVER 15 GREATER. 2. METHOD OF ERECTION (SEE DIAGRAM) A. MINIMUM HEIGHT OF UPRIGHTS V AND NO LESS THAN 2" X 2" LUMBER. B. UPRIGHT5 SHOULD BE SPACED AT NO MORE THAN 4' - 5' 1 NTERVALS. G. HORIZONTAL MEMBERS OF NO LESS THAT I" X 2" LUMBER. BEFORE PERMIT 1. BARRIERS ARE TO BE ERECTED AROUND ALL TREES 4" DBH AND 6REATER TO REMAIN. THIS MUST BE DONE BEFORE G0145TRUGTION, GRADING, OR ANY TREES ARE REMOVED. 2. BARRIERS ARE TO REMAIN IN PLACE UNTIL ALL PAVING AND 00145TRUGTION AREA DONE AND HEAVY EQUIPMENT 15 OUT OF THE AREA. 3. TREES 4" DBH AND GREATER THAT ARE LOCATED WITHIN 10' OF THE LOT UNDER CON5TRUCTION SHALL ALSO BE PROTECTED BY A BARRICADE. —FULL DRIPLINE- HARDW0005 A. 3'X2 "X2" B. 12" C,.4' -5' D. I" X 2" FULL DRIPLINE L I Nov 0 2 2008 '4 ! _ - c.j €: u eVELOP.� 4 NciGr180RH0O TE:Ii CITY U OF CLEAIAWA THESE PLANS MAY NOT BE COPIED OR JOB NO. DESIGNED MODIFIED WITHOUT WR�T'EN PERMISSION FMA ■ ANDERSON LESNIAK LIMITED, INC. SAMTER HOMES TREETOPS II FROM GULF consr CONSULTING, INC. 04 -087 F.B. @PG. LA-3� DROWN FMA LANDSCAPE ARCHITECTS ` LAND PLANNER5 ' URBAN DE51GN 580 Trinity Lane N - 6 - /� C��D 4921 5. WE5T5HORE BOULEVARD, TAMPA, FLORIDA 33G I I LANDSCAPE SPECIFICATIONS & A� St. Petersburg, Florida 33716 -1200 DETAILS PLAN L ALY NUTTER, LA0ooO „63 (813) 831 -9595 FAX 831 -5485 ander5on.le5mak @verizon.net NCT vAUO a Ess scr,ED EMaossFD DATE Q� project number: 05241 Phone: (727) 573 -1338 BY A}Z TEREQ LAIV SCaPE AR ECT Appv 08 -05 -05 II /'. l.'/Jl 1111 NO. DATE REVISIONS BY OF a m 8 0 m T a 3 .T N a c O Q 9 O '1 2 a of o V iv o rn W d �a r= GRAPHIC SCALE 0 30 60 CENTER OF SEC 18. TWP 29 S. RNG 16 E -2222 CENTERLINE OF ( IN FEET ) GULF TO BAY BLVD A 1 inch = 30 ft. N LINE OF THE SE 1/4v _ OF SEC RNG 16 E TWP 29 S. d�X ;H(Q gooRR :PIKE IN •- N SIDE OF UP EL - 45.65' ht�r v, tK. DRUID iiD 34.0' WIDE ASPHALT " PAVEMENT dry , �.• 100 R/W ;D) ti 4 h 1• 0 h� a t� h. O W °4• ' y: a O a r t t 2, t �� 0.5 CON000RB h� � a a " -- �7G—-0 .5' ._ C-O_NC C= UR B -- — — — — - - — = — �- - - �--- - - -- -- 4 - - -- — -- - - - - -- -- - __ _ =— = — = - -- —_— 4' cONC WALK 4' CONC WALK — - rl - - ^ b I OHL 01AL to, OHL l �t wmx 24.21r S LINE OF DRUID RD (D) �.;i 9 I�. i' �" j wmx —OHL G� FCM 4'xe aio• a�. 7,10" , n p• OHL � a"oA OHL IrM-4 x4 . S89'18 55 E C� .. �. s o 1 .. , .. , c �—,- 399.87 C ----- 12L, aa9 18� ��9 7. ` 6" 6„ ' '• .tg6� ��7° 0 �� — `�" CA l J 8,. k� 7" 5 t1, POINT OF 45' Q � ' J' > t 0'• 1. 3 tx � BEGINNING 6„ s" 4, mss, .o• �o; 0. Z a9 4,5.5.6" ;.A' 1 !� ix k a �23" � ' "�A o 6. - ty� e3 A 051 F 6 h� ,;A 8,12' 6 IN ' ® 0 5' C/5 GA 5,10" k It. c � `T 5 S� tt' ;, r 5 E SECTION GEOMETRY SE 1/4 OF SEC 18, TWP 29 S, RNG 16 E FIR 1" (LEANING) TBM A CCR #082700 FPK&D, LB 5776 N 1319072.1466 (R,F) N LINE OF THE SE 1/4 OF (BASIS OF BEARINGS) N SIDE OF UP E 417850.2067 (R,F) SEC 18, TWP 29 S, RNG 16 E S89'40'42 "E (F) 2669.33' (F) EL - 4,118' 17 "0 A 15 ` �11" azlj n = � � 8° ;�; WEST ur�E of 6 15" �' �%(� 'j", � FLORIDA POWER COM30RAIION 4 ' x e 85. �s, PROPERI Y (D) o q C) 7, 10" t 7' 5' G,\ X p I Y�7 1 t 3.. v A Ai ' 5 "o � 5•, ca j �V' `rf 13' t o 'CA rn G" RIM EL - 42.21' IE N - 39.42', 6'VCP IE W = 39.39', 6'VCP 302.5'S, 16.0'W -, a�. y 1.• U 41, 1� Co 5" O �„ 1Q» •,i FLORIDA '' 7-- N_ l� ^�„ POWER O AREA = 113,300 SQUARE FEET o- , �•,: � CORPORATION 10" (%iy ®5' X5.6" (2.001 ACRES, MORE OR LESS) ORB 1262, PG 2so t 5U" Ci tt �7,. g ",� �) " � F" y 5" 7' g. p' .0 5`QA 5 1 7" 2" �. U) 5 »l ^�1 4,6,J' 1( ) 13,4 \;� `." •. ''� - t A X w, . \J�,.� 5 "CA �d�� 4 X a �a. ak6 1 J 4„ l' 15^ At0 7•oA '� 4ro W Ld AREA va a �� *3 Q* ',10.12' y 6 a 5„ o" GiA s(.. +,. i7'.CA 4 4" 5 "v ` 2•'?8,• 5'7 JA)4__--n 12 "� 5 7'8" 7° 9,• S;i1 1'� ,5 �A ^ ® Lrr 4.4" 13" a 10" 2 7, 4 A S" j{ :.4 12 6 4,5• OA i 4'S» • • 3 t�,1 ?'' 4,a" 7' FCM 4x4 . AOQ4f' y 12'�° 7 5 a�ed%Zl�o0A IoA) ".399.80' (C) A i �� �12' A g 4WIRE FENCE OA a 5 N89 *13'27 "W (C) Gtti f OA a Aryl NORTH LINE OF arms FLORIDA POWER CORPORATION d2v FLORIDA (� 1, + j U 0 I (F� PROPERTY (D) POWER CORPORATION ORB 1262, PG 290 %3 4 r v c t� L� 01 c O z FPK WITH X -CUT CCR #082698 N 1319057.2930 (R,F) E 420519.6418 (R,F) U 834.16'(C) N`" =PINE TREE r4• 12� �5w = UNKNOWN TREE O x 6,• Q CL tt? " 5 7' 7 oW W 0:2 �4' k , Oi- x ak � 5» V • LAJ Z J M 4 �7 0 t2 �I ui 3. l Q./ K U v X x `L � G v 4' ® L1 r� 4" , Li?� 6. a " oo ) ' Ui 7" OA d 6» Q . 0 13" t 0 9. 5• U5, 1 JA {,. as )�r, \J13" 5" 6. ®7" J» ` 5 18" w , 6 17 �% a, s O o a» OA 9,9,12" 0A q FCM ex4' N • r3 t c3 4' WIRE FENCE ,C', s x 0 0 x IJ t� I1.01 RIM EL - 42.21' IE N - 39.42', 6'VCP IE W = 39.39', 6'VCP 302.5'S, 16.0'W -, a�. y 1.• U 41, 1� Co 5" O �„ 1Q» •,i FLORIDA '' 7-- N_ l� ^�„ POWER O AREA = 113,300 SQUARE FEET o- , �•,: � CORPORATION 10" (%iy ®5' X5.6" (2.001 ACRES, MORE OR LESS) ORB 1262, PG 2so t 5U" Ci tt �7,. g ",� �) " � F" y 5" 7' g. p' .0 5`QA 5 1 7" 2" �. U) 5 »l ^�1 4,6,J' 1( ) 13,4 \;� `." •. ''� - t A X w, . \J�,.� 5 "CA �d�� 4 X a �a. ak6 1 J 4„ l' 15^ At0 7•oA '� 4ro W Ld AREA va a �� *3 Q* ',10.12' y 6 a 5„ o" GiA s(.. +,. i7'.CA 4 4" 5 "v ` 2•'?8,• 5'7 JA)4__--n 12 "� 5 7'8" 7° 9,• S;i1 1'� ,5 �A ^ ® Lrr 4.4" 13" a 10" 2 7, 4 A S" j{ :.4 12 6 4,5• OA i 4'S» • • 3 t�,1 ?'' 4,a" 7' FCM 4x4 . AOQ4f' y 12'�° 7 5 a�ed%Zl�o0A IoA) ".399.80' (C) A i �� �12' A g 4WIRE FENCE OA a 5 N89 *13'27 "W (C) Gtti f OA a Aryl NORTH LINE OF arms FLORIDA POWER CORPORATION d2v FLORIDA (� 1, + j U 0 I (F� PROPERTY (D) POWER CORPORATION ORB 1262, PG 290 %3 4 r v c t� L� 01 c O z FPK WITH X -CUT CCR #082698 N 1319057.2930 (R,F) E 420519.6418 (R,F) U FCM WITH BRASS DISK "PINELLAS COUNTY ENGINEERING DEPT" CCR #061022 N 1316418.8710 (F) E 417804.3310 (F) Loo ai van fir) Lbb5.i3ti (h) . 0 y 5/8" PBSacJ LB 24 CCR #082699 N 1316370.0885 (R,F) E 420469.7679 (R,F) ABBREVIATIONS .LEGEND: ASPH = ASPHALT B/C =BACK OF CURB (C) = CALCULATED DATA =CENTERLINE CCR = CERTIFIED CORNER RECORD C/S = CONCRETE SLAB CLF =CHAIN LINK FENCE CONIC = CONCRETE (D) = OFFICIAL RECORDS BOOK 11781, PG 1081 DAT DIP = DUCTILE IRON PIPE E/P =EDGE OF PAVEMENT EL = ELEVATION (F) =FIELD DATA FCM =FOUND CONCRETE MONUMENT FIR =FOUND IRON R00 FNdcD =FOUND NAIL AND DISK F08 =FIBER OPTIC BOX FOP =FOUND OPEN END IRON PIPE FPK =FOUND PARKER -KALON NAIL FPK &D =FOUND PARKER -KALON NAIL AND DISK FPP =FOUND PINCHED IRON PIPE IE = INVERT ELEVATION (L) =LEGAL DESCRIPTION DATA LB = LICENSED BUSINESS , LS = LICENSED SURVEYOR 0/A =OVERALL OHL = OVERHEAD ONES ORB = OFFICIAL RECORDS BOOK PG =PAGE POB = POINT OF BEGINNING POC =POINT OF COMMENCEMENT PVC = POLYVINYL CHLORIDE R/W =RIGHT OF WAY RLS = REGISTERED LAND SURVEYOR RNG =RANGE (R) 3 RECORD DATA RR = RAILROAD SEC = SECTION SIR =SET IRON ROD 1/2 ", LB 5776 TBM = TEMPORARY BENCHMARK TWP = TOWNSHIP TIP = TYPICAL U/P = UTILITY POLE VCP = VITRIFIED CLAY PIPE t =MORE OR LESS L SYMBOLS LEGEND: ( =GUY ANCHOR =POINT OF ELEVATION 3 � =SIGN � m = TELEPHONE BOX = UTILI TY POLE WITH LIGHT ;a = ulluTY POLE ® =WATER METER � =WATER VALVE TREE LEGEND: FIR ® = CAMPHOR TREE ® = CITRUS TREE ® =ELM TREE ® 834.16'(C) ® =PINE TREE 500.50'(C) = UNKNOWN TREE 1334.66'(C) U CV t2 �I ui l K U v � G v i� ` w O o � N 0 0 0 z SUBJECT PROPERTY 833.61'.(0 500.17'�C) S89'18'55 E (C) S89'18'55 E C 333.44'(C) 500.17'(C) 500.15'(C) S89'18'55 "E (C) 1333.78'(C) N LINE OF THE S 1/4 OF THE N 1/2 OF THE E 1/2 U w v v OF THE E 3/4 OF THE SW 1/4 OF THE SE 1/4 0 OF SEC 18, TWP 29 S, 500.09'(C) ao p w 't 05 C'i t,i RNG 16 E i 0' �= 0 \ •Ui 'L "M w � 3w "I � a`3W',I �'� 6E 00 S LINE OF THE N 1/2 OF THE °D w N o w o �Iti°� S Iti 51 a y95 THE E 1/2 OF THE E 3/4 OF '� I CA v = w = L,z "' Sic 10, `'F "' THE SW 1/4 OF THE SE 1/4 OF SEC 18, TWP 29 S, RNG 16 E n o �31 05 w S89'08'00 "E (C) 500.01'(C) o zo- L oMv1v1 W N 0 � L, 3 0 O O F=- O p L�`��� F uo 0 ID � G �s crj 0 SW1 /4 OF THE SE 1/4 499.85(C) 499.85'(C) 1332.94'(C) FCM WITH BRASS DISK "PINELLAS COUNTY ENGINEERING DEPT" CCR #061022 N 1316418.8710 (F) E 417804.3310 (F) Loo ai van fir) Lbb5.i3ti (h) . 0 y 5/8" PBSacJ LB 24 CCR #082699 N 1316370.0885 (R,F) E 420469.7679 (R,F) ABBREVIATIONS .LEGEND: ASPH = ASPHALT B/C =BACK OF CURB (C) = CALCULATED DATA =CENTERLINE CCR = CERTIFIED CORNER RECORD C/S = CONCRETE SLAB CLF =CHAIN LINK FENCE CONIC = CONCRETE (D) = OFFICIAL RECORDS BOOK 11781, PG 1081 DAT DIP = DUCTILE IRON PIPE E/P =EDGE OF PAVEMENT EL = ELEVATION (F) =FIELD DATA FCM =FOUND CONCRETE MONUMENT FIR =FOUND IRON R00 FNdcD =FOUND NAIL AND DISK F08 =FIBER OPTIC BOX FOP =FOUND OPEN END IRON PIPE FPK =FOUND PARKER -KALON NAIL FPK &D =FOUND PARKER -KALON NAIL AND DISK FPP =FOUND PINCHED IRON PIPE IE = INVERT ELEVATION (L) =LEGAL DESCRIPTION DATA LB = LICENSED BUSINESS , LS = LICENSED SURVEYOR 0/A =OVERALL OHL = OVERHEAD ONES ORB = OFFICIAL RECORDS BOOK PG =PAGE POB = POINT OF BEGINNING POC =POINT OF COMMENCEMENT PVC = POLYVINYL CHLORIDE R/W =RIGHT OF WAY RLS = REGISTERED LAND SURVEYOR RNG =RANGE (R) 3 RECORD DATA RR = RAILROAD SEC = SECTION SIR =SET IRON ROD 1/2 ", LB 5776 TBM = TEMPORARY BENCHMARK TWP = TOWNSHIP TIP = TYPICAL U/P = UTILITY POLE VCP = VITRIFIED CLAY PIPE t =MORE OR LESS L SYMBOLS LEGEND: ( =GUY ANCHOR =POINT OF ELEVATION 3 � =SIGN � m = TELEPHONE BOX = UTILI TY POLE WITH LIGHT ;a = ulluTY POLE ® =WATER METER � =WATER VALVE TREE LEGEND: FIR ® = CAMPHOR TREE ® = CITRUS TREE ® =ELM TREE ® =OAK TREE ® =PINE TREE ® = UNKNOWN TREE , INV EL. (,UNKNOWN) (S) Z W W W W W y EX, WATER LINE ` (APPROX LOCATION) i / W 2" EX, FORCE MAIN 6' EX. WATER LINE (APPROX. LOCATION) (APPROX. LOCATION DRUID ROAD V � o� PH A L T 0 100' R/W (D) 34.0 WDE A S —OHL — WM OHL *VVV T 11 l I OHL- /I PAVEMENT r� CONC'�WAII OHL 0.5' CONC CURB 00000000 �4 CONC W'AL OHL 6 "OA`s OHL-` ON -�--F 6,,� � 1 n OHL— Z_/ � `OHL 10" 1 1 " OA p 61r (@)6', r6�,I , „ •. •. I. ENTRY �� ` `� ... ' '- `.,�' - .. . — rA:r�■w�►aA■ I ,111,` LOCATIXI �1 ' ■■■ I� • s • � o� hb • �■ ►sr O i G EL o O Z I Z 0 U) _J >O O BRIDGE ROOT5 f O s TREES F. � N o /I PAVEMENT r� CONC'�WAII OHL 0.5' CONC CURB 00000000 �4 CONC W'AL OHL 6 "OA`s OHL-` ON -�--F 6,,� � 1 n OHL— Z_/ � `OHL 10" 1 1 " OA p 61r (@)6', r6�,I , „ •. •. I. ENTRY �� ` `� ... ' '- `.,�' - .. . — rA:r�■w�►aA■ I ,111,` LOCATIXI �1 ' ■■■ I� • s • � o� hb • �■ ►sr O i G EL O Z I Z 0 U) _J >O O BRIDGE ROOT5 f O OF EXISTING TREES O D N i >o > --- — 0 i cl x z �V w � OD / 1 /I PAVEMENT r� CONC'�WAII OHL 0.5' CONC CURB 00000000 �4 CONC W'AL OHL 6 "OA`s OHL-` ON -�--F 6,,� � 1 n OHL— Z_/ � `OHL 10" 1 1 " OA p 61r (@)6', r6�,I , „ •. •. I. ENTRY �� ` `� ... ' '- `.,�' - .. . — rA:r�■w�►aA■ I ,111,` LOCATIXI �1 ' ■■■ I� • s • � o� hb • �■ ►sr O i 6 SOLID i WALL GRADE 13EAM5 WILL BRIDGE ROOT5 1 OF EXISTING TREES OD O ' W 0 cn zN 0 Cn o�QO (D �- 00 C N O � �m o Axrr x 1 \�/ -, / — x I (CA 10 �( O 8" i i 1 :Y 1 5,6 20" A / 1 J 1 O A J` 'C ` OA _ r � 13" � � • / 0 � - 6 "OA O PI p 1 -- ( � UNI - H .. ►. x �o �•E' 6 + NAT WNH ME QA U - TO H (( ��� I s "oA 6 b .? G X , ° t NORTH 20 0 20 40 SCALE 1" = 20' - 0" TREE LLOEND /'___ -1 *% \ 2o OAK OA EXISTING TREE TO REMAIN EXI5TING TREE TO REMOVE TREE BARRICADE ROOT PRUNING LIMITS W Ot OA's UTH POND —� — `� 5 ®_ , , 7 ,.1 OA 0 - F 1 I-- — _ / OA 1 4V4,7" - 80 17" ti „\ 5OA lots 8,. OA OA ► r 1 11 p 0 4” / ®OA 4 „� 6 9 p "OA `\ / `\.. / % ..9,9'12" /� / \ \�...� / ' 12 „ / �\ 7 `��,.. n 1 „ / `_r� ^\ % / ® \�� OA < r (l E �.f i �� r S RIM EL = 42.21' I �___.. �..__� �_�� `\ , .___�. " �\ 5 OA, 12 , 5 4�4�' 5 "pA ' IE N = 39.42', 6 °VCP I 6� SO ID 6 WA DE OA FLORIDA `. ` \\ OA OA 8 L MU LL GRA r�IH 13 �00� s� _ IF W = 39.39', 6 "VCP I POWER OA � CIT°( i�i=� c�L�AR \NP 302.5= 16,0'W .39', I BEAM5 WILL BRIDGE ROOT5 CORPORATION ® ( OF EXISTING TREES ORB 1262, PG 290 I FREPARFDSFOR: SHEET DESCRIPTION: THES N� MAY N T BE COPIED OR JOB NO, DESIGI�D M i ,- 11��'M fT TEN RMiSSiON FMA ANDERSON LESNIM LIMITED INC. SAMTER HOMES ,JK11 �U . c 'N 04 -087 DRAWN - TREETOPS II , {r�k; 17 aPG. LA-1 FMA LAND5CAPE AKCHITECT5 ' LAND PLANNEK5 ' URBAN DE51GN 580 Trinity Lane N �'• < < .� CHECKED 492 1 5. WE5T5NOKE BOULEVARD, TAMPA, FLORIDA 33G I I -� T Lr1 $ q1"N': AU St. Petersburg, Florida 33716— 1 ZOO NOT `vAL(� fd s� ^ E E ossED ° ^� (813) 831 -9595 FAX 831 -5485 ander5on.le.5niak @ver)zon.net TREE PRESERVATION PLAN BY A REGtS�T D. � � AMID P ,�KkTECT Q.C. project number: 05241 Phone. (727) 573 -1338 o F DATE REVISIONS BY 08 05-05 OF �,, - w I RRI C ATI ON NOTE ALL LANDSCAPE AREAS SHALL BE WATERED WITH AN AUTOMATIC, UNDERGROUND IRRIGATION 5Y5TEM, WITH A RAIN GHEGK DEV15E CONNECTED TO THE CONTROLLER. i AFTER THE 30 -12AY E5TABL15HMENT PERIOD, THE CONTROLLER SHALL BE SET " TO OPERATE IN COMPLIANCE WITH LOCAL WATERING RESTRICTIONS. SPRAY . AND ROTOR HEAD NOZZLES SHALL BE ADJUSTED TO ELIMINATE OVER SPRAY- ONTO PAVED SURFACES. IRRIGATION SHALL PROVIDE IOOAS COVE�RAC-C' - w Ow w w w w w w w 6" EX. WATER LINE (APPROX. LOCATION) —OHL OHL V m Y m � > ry w 0 :D �J (r) m 0 0 42.21' 9.42', 6 "VCP '9.39•, 6 "VCP 16.0'W DESIGNED FM A DRAWN FM A CHECKED AU Q.0 ANDERSON LESNIAK LIMITED, INC. LANDSCAPE ARCHITECTS " LAND PLANNERS ' URBAN DESIGN 4921 5. WE5T5HORE BOULEVARD, TAMPA, FLORIDA 33G I I (5 13) 631-9595 FAX 631-5455 anderson.lesniak @verizon.net project number: 05241 PREPARED FOR: SAMTER HOMES 580 Trinity Lane N St. Petersburg, Florida 33716 -1200 Phone: (727) 573 -1338 SIIEET DESCRIPTION: `NV EL (UNKNO'NN) (S W NOF�TH NOW W N N N EX. -WATERLINE (APPROX. LOCATION) 2'• EX. FORCE MAIN (APPROX. LOCATION) TREETOPS II LANDSCAPE PLAN (0' 50 BEAN OF E) TREE LE 0ENP N `\ r 20� i OAK EXISTING TREE r TO REMAIN TREE BARRICADE ROOT PRUNING ------- - - - - -- LIMITS SYMBOL LEO END AR6ENTINE BAHIA 500 TREE REOU I REMENTS PERIMETER ABUTTING ROW NORTH BUFFER 355.86'/35 LF = 10 TREES X 2 = 20 - ACCENT TREE5 (014H) WEST BUFFER 283'/35 LF = 8 TREES X 2 = 16 - ACCENT TREES (0144 EAST BUFFER 283.66/35 LF = 8 TREES - SHADE TREES SOUTH BUFFER 399.8/35 LF = II TREES - SHADE TREES TOTAL REQUIRED PERIMETER TREES = 55 TREES FOUNDATION REQUIREMENT5 -790 LF /40 LF = 20 X 2 = 40 ACCENT TREES TOTAL TREES REQUIRED = 95 TREE REMOVAL5 2623" REMOVED + 590" SAVED = 3,213" CREDITS = 3,213" X 25% = 803 + 590" SAVED + 302" PROPOSED_ 1,695 CREDIT REPLACEMENT INCHES = 3,213" - 1,695" = 1,516" TREE BANK= 1,518' X 24 (for rated 3) _ $3b,432 FROF05rV TREF.5 QUEEN PALM FOXTAIL PALM LIVE OAK HI6HRISE LIVE OAK SOUTHERN MAGNOLIA TREE -FORM LIG4)5TRUM SILVER BUTTONWOOD YAUPON HOLLY EASTERN REVEW HIBISCUS STANDARD 40 X I = 40" 22 X I = 22" lox 3 = 30" II X3 =33" 15X3 =45' 22 X 2 = 44" 4X2 = 6" 24 X 2 = 46" 8X2= 16" 8X2= 16" TOTAL TREES PROPOSED = 164 302" PLANT MATERIAL L 15T SYM.COVE QN, BOTANICAL NAME COMMON NAME SPECIFICATIONS QP 40 5YAe4RU5 ROMANZOFFIANA GUEEN PALM I6-21' OVERALL HT, GREY WOOD WB 22 WODYETIA BIFURCATA FOXTAIL PALM 18 0 16' HT d 4 0 I6' OVERALL HE16HT5 QV 10 QUERCUS VIROINIANA LIVE OAK IV HT X b' SPD, 3" GAL, 65 GALLON QH II QUERCU5 VIR6INIANA QVTIA H1644RI5E LIVE OAK 13' HT X 6' SPD, 3" GAL, 65 GALLON M6 15 MA&NOL I A 6RAND I FLORA 5 9UTHERN MAONOL IA 6' HT X 4' SPD, 2" GAL, 30 GALLON LJ 22 LIGU5TRUM JAPONICA TREE FORM L16V5TRUM 6' HT X 6' SPD, MULTI -STEM GE 4 CONOGARPUS EREGTU5 "5ERIGEU5" 51LVER BUTrCwk OOD 6' HT X 6' SPD, 45 GALLON MULTI -STEM YH 24 ILEX VOMITORIA YAUPON HOLLY 6' HT X 4' SPD, 30 GALLON, MULTI -5TEM CG 8 GERCIS CANADENSIS EASTERN REDBUD 6' HT X 5' SPD, 2" GAL, 30 GALLON HI 6 HIBISCUS ROSA 5INEN515 Hl6I50U5 STANDARD, PINK 6' HT X 4' SPD, 2" GAL, 15 6ALLON GU 64 GOCCOLOBA UVIFERA 5EA&RAPE 24' HT X 24' 5PD, 3 GALLON PR 6 PHOENIX ROEBELENII PY&W 12A 7F PALM 5' -b' HEIGHT, DOUBLE 5R 4 5TRELITZIA RE6INAE BIRD OF PARADISE 30" HT X 36' SPD, 10 GALLON GA 9 GRINUM A5IATICUM CRIW4 LILY 46' HT X 46" SPD, 15 GALLON HR 13-1 HIBISCUS R05A SINEN515 RED DOUBLE N015015 24' HT X 24' SPD, 3 GALLON PA 40 PLUMBA60 AURICULATA PLUMBAGO 24" HT X 24" 5PD, 3 GALLON GP 155 CHRY50BALANU5 I CACO "RED TIP" RED TIP COCOPLUM 24" HT X 24" 5P0, 3 GALLON PN 6 P5YCHOTRIA NERVOSA COFFEE PLANT 24" HT X 0" 5PD, 3 GALLON SA 32 50HEFFLERA ARBORICOLA "TRINETTE' ONARF 5CHEFFLERA I6" HT X I6" SPD, 3 GALLON TF 190 TRIPSACUM FLORIDANA DNARF FAKAHATCHEE ORA55 08 HT X 16" 5PD, 3 GALLON 5P 55 5ERENOA REPENS 5AN PALMETTO 16" HT X I6" 5PD, "1 GALLON' PX 15 PHILODENDRON "XANAOU" XANA12U PHILODENDRON I6" HT X I6" 51:D, 3 6AllLON ► ` `' °` RI 524 RAMIOLEP15 INDICA DWARF INDIAN HAWTHORN 12" HT X 15" 5PD, 3 6A41 LON i LM 36 LIRIOPE MUSCARI EMERALD 600DE55 14" HT X 12" 5PD, 2 6AI; LON DV 112 01ETE5 VEOETA WHITE AFRICAN IR15 10" HT X 10" 5PD, 16ALLON' ' ' ' `1 ? ' � ` r E6 10 EVOLVULUS 6LONERATUS BLIE DAZE 6" HT X 10" SPO, I GALLI ON -LL---- - -- p A1Flf�Y(A ITTEN PERMISSION S 0, LTING, INC. PjY:pFtKR LAO000_1163 NC.YVALID;UNlf,t`�NEO &EMBOSSED BY AIR GISTEREy LS0.I;QSCUPE ARCHITECT 1 1 11/02/05 1 AS DATE TED BY THE CITY REVISIONS i L pE- H JOB NO- 04-087 � LA -2 F.B. FG. S� DA PP'D 08 -05 -05 BY - ---- -- OF �,_� DESIGNED FMA DRAWN FM A CHECKED AU Q.C. LANDSCAPEIN5TALLATION NOTE5 1) ALL PLANT MATERIALS SHALL BE FLORIDA #1 OR BETTER AS 61VEN IN, QWAM5 ANQ STANDARDS FOR NURSERY PLANTS FEBRUARY 1448 EDITION, PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER 5ERVICE5. 2) LOCATION OF PLANTS ON THE PLAN ARE DIAGRAMMATIC— 5EE THE LANDSCAPE ARCHITECT FOR QUESTIONS ON EXACT LOCATIONS. THE PLANT MATERIALS LIST 15 PROVIDED FOR THE CONVENIENCE OF THE LANDSCAPE CONTRACTOR; SHOULD THERE BE ANY DISCREPANCY BETWEEN THE PLANT L15T AND THE PLAN, THE PLAN SHALL PREVAIL. 3) IT IS THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL PLANT BED AREAS HAVE PROPER DRAINAGE FOR OPTIMUM GROWTH OF LANDSCAPE MATERIAL BEFORE INSTALLATION BE61N5. 4) THE CONTRACTOR SHALL INSURE THAT ALL PLANTING ISLANDS AND OTHER AREAS SHALL BE GLEAN OF TRASH, CONSTRUCTION DEBRIS, OR OTHER WATTE MATERIALS TO A DEPTH OF 24" PRIOR TO LANDSCAPE INSTALLATION. 5) ALL PLANT BEDS AND TREE RING5 SHALL BE TREATED WITH A PRE - EMERGENT HERBICIDE AND THEN TOP - DRESSED WITH 3" DEEP PINE BARK NUGGETS. ALL NEW TREES SHALL HAVE A TREE RING WITH A MINIMUM OF 24" RADIUS, ALL NEW TREES AND PALMS SHALL BE 5TAKED. ALL EXISTING TREES TO REMAIN SHALL HAVE A V RADIU5 MULCH RING AT A DEPTH OF 3 ". 6) NEH SOD SHALL BE ARGENTINE BAHIA 500 APPROXIMATELY 46,000 S.F. AS 51-40WN ON THE PLAN. CONTRACTOR SHALL DETERMINE EXACT QUANTITIE5 IN THE FIELD. 500 AREAS SHALL BE MAINTAINED BY THE CONTRACTOR FROM THE TIME OF INSTALLATION TO THE TIME OF FINAL ACCEPTANCE. TOP OF 500 AND MULCH SHALL BE I" BELOH 51DEWALK. 7) TREES SHRUBS, AND GROUND COVER SHALL BE INSTALLED USING THE FOLLOWING PROCEDURE. PLANT PITS SHALL BE EXCAVATED TO THICE THE DIAMETER OF THE PLANT ROOT BALL. AERATE EXISTING SOIL BEFORE BACKFILLIN6 PIT. ADD A6RIFORM FERTILIZER TABLETS TO EACH PLANT PIT, AS PER THE SPECIFICATIONS. a) TREE INSTALLATION: ALL REQUIRED TREE5 SHALL BE INSTALLED I" - 2" ABOVE FINISH GRADE. TREES INSTALLED OR BURIED TOO DEEP SHALL BE RESET TO TH15 STANDARD. REMOVE THE TOP 1/3 OF THE WIRE BASKETS ON ALL B 4 B STOCK. EXOTIC PE5T PLANT REMOVAL ALL INVASIVE EXOTIC, SPECIES SUCH AS BRAZILIAN PEPPER, CHINESE TALLOW, AND PUNK TREES, MUST BE REMOVED FROM THE SITE. EXOTIC TREE-5 AND SHRUBS SHALL BE GUT FLUSH WITH FINISH GRADE. RESULTING STUMPS SHALL BE REMOVED FROM THE 51TE OR TREATED HITH AN APPROVED HERBICIDE. CONTRACTOR SHALL TREAT GUT STUMPS WITH GARLON 3A, TROOPER, OR RODEO HERBICIDE TO THE CAMBIUM LAYER AS PER MANUFACTURER'S INSTRUCTIONS, AT THE RECOMMENDED STRENGTH TO PREVENT RE- GROWTH. APPLY HERBICIDE IMMEDIATELY AFTER TRUNKS ARE GUT TO PREVENT 5AP FROM SEALING HOUNDS. REMOVE ALL HASTE MATERIALS PRODUCED BY THIS HORK FROM THE SITE AND DISPOSE OF THEM IN A LEGAL MANNER. TREE PROTECTION NOTE5 1) DURING LAND ALTERATION AND GONSTRUGTION ACTIVITIES, IT SHALL BE UNLA fUL TO REMOVE VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, MACHINERY OR CONSTRUCTION MATERIAL OF ANY KIND WITHIN THE DRIPLINE OF A TREE TO REMAIN. 2) BEFORE CONSTRUCTION START5 , ALL PROTECTED TREES SHALL BE PRUNED A5 FOLLOWS: PRUNE TREES TO 12' CLEAR TRUNK HEIGHT, REMOVE ANY DEAD OR DECEASED TRUNKS OR BRANCHES, AND REMOVE WEAK OR GROSSED BRANCHES. ALL GUTS SHALL BE MADE SUFFICIENTLY CLOSE TO THE TRUNK OR PARENT LIMB, WITHOUT GUTTING INTO THE BRANCH COLLAR OR LEAVING A PROTRUDING STUB, 50 THAT CLOSURE CAN READILY START. ALL TRIMMING SHALL BE DONE IN ACCORDANCE HITH THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A -300 PRUNING STANDARDS. 3) ROOT PRUNING SHALL OCCUR IN THE LOCATIONS SHOWN ON THE PLAN. CONTRACTOR SHALL SEVER THE ROOTS GLEAN, WITH A SHARP INSTRUMENT, TO A DEPTH OF IS ". A 2" LAYER OF MULCH SHALL BE IMMEDIATELY APPLIED OVER THE SURFACE OF EXPOSED ROOTS OF PROTECTED TREES. A SOIL AUGER WILL BE USED TO BORE UNDER ROOT SYSTEMS WHEN UTILITIES ARE TO BE INSTALLED WITHIN 10' OF A PROTECTED TREE. CONTRACTOR SHALL PROVIDE A 6' RADIUS MULCH RING AT A DEPTH OF 3" AROUND ALL EXISTING TREES TO REMAIN. 4) ADDITIONALLY, BRANCHES THAT INTERFERE WITH CONSTRUCTION OF BUILDING SHALL BE PRUNED. ROOT AND BRANCH PRUNING NOTES ROOT PRUNING: BEFORE GRADING, PAD PREPARATION, OR EXCAVATION FOR PARKING AREA CURBS, SIDEWALKS, OR DRIVEHAYS, THE ROOTS OF IMPACTED TREES MUST BE PRUNED WITH APPROVED EQUIPMENT ONE FOOT OUTSIDE OF BARRIERS ALL ROOT PRUNING SHALL BE CONDUCTED BY A LICENSED CERTIFIED ARBORIST, AND MAY REQUIRE THE CITY'S ARBORI5T TO BE PRESENT DURING THIS PROCEDURE. 1) A DETAILED REPORT OUTLINING THE REQUIRED ROOT PRUNING PROCEDURES SHALL BE PREPARED BY A LICENSED, CERTIFIED, CONSULTING ARBORI5T, TO BE SUBMITTED TO A LANDSCAPE ARCHITECT FOR APPROVAL. 2) ALL DAMAGED ROOTS ARE TO BE EXP05ED TO SOUND T155UE AND SEVERED CLEANLY. ROOTS SHALL BE PRUNED TO A DEPTH OF 18 INCHES BELOW THE EXISTING GRADE OR TO THE DEPTH OF DISTURBANCE IF LE-55 THAT Ia INCHES FROM THE EXISTING GRADE. 3) PROPHYLACTIC TREATMENTS, 5UCH AS THE APPLICATION OF FUN61010M INTO THE PRUNING TRENCH, WILL BE REQUIRED TO ENSURE THE LEAST AMOUNT OF DAMAGE TO PRUNED ROOTS. 4) AFTER COMPLETION OF ROOT PRUNING, ALL BARRIERS ARE TO BE REINSTALLED, AND THE AREA INSIDE THE BARRIER IS TO RECEIVE GORE AERATION. 5) ADEQUATE WATER MUST BE SUPPLIED TO ROOT PRUNED TREES TO AIDE IN ROOT REGENERATION AND DEGREASE STRESS. 6) BRANCH PRUNING, ALL STRUCTURAL AND ELEVATION PRUNING MUST BE PERFORMED PRIOR TO LAND CLEARING BY A LICENSED CERTIFIED ARBORI5T ACCORDING TO ANSI 300 PRUNING STANDARDS. ANDERSON LESNIAK LIMITED, INC. LANDSCAPE ARCHITECTS ' LAND PLANNERS ' URBAN DE51GN 4921 5. WE5T5HORE BOULEVARD, TAMPA, FLORIDA 33G I I (8 13) 83 1-9595 FAX 83 1-5485 ander5on.le5niak @vertzon.net project number: 05241 PREPARED FOR: GROWN SPREAD 1 �4 „ „ j - s.� J J NO •.t� J J .�^ J> J • i t ' i ' �� rn ��x.s nnnr +a�•; }` ^j°j Jr..e »,.'^JC r ` �` ri I II FROHM AT TIME OF Pleii ..l_-.1�t i x. �• �' I ' I • i tr ' < J / LAYERS BURLAP I_ -- - ' :I' • I I rI •rr • "RE TIE • �. BRACE II'r SPACE THREE S CS .yvq, £E"� U,�ds. % % a'i^' rr.+`,'< 34 .a9 ► I , 1 THREE FEET LO N19 SAUCER ��. i RADIUS FROM TRUNK Oil► •000`• ;r/ 11 TAMPED EXISnt,16 SOIL APPLY FERTILIZER TABLET5 DURING TREE INSTALLATION. PLACE TABLETS BETWEEN TOP AND MIDDLE OF ROOT MASS. TREE STAN I NC AND PLANTI NC DETAIL 4" SAUCER RIM WITH 3" MULCH ON TOP (WHEN NECESSARY). SAUCER SHALL BE UNIFORM AND NEATLY CONSTRUCTED. CONTRACTOR SHALL REMOVE STAKING AND 6UYIN6 MATERIALS AFTER ONE GROWING SEASON. � a _ q as Aq A GROWN OF ROOTBALL SHALL BE I" ABOVE FINISH GRADE 3" MINIMUM MULCH LAYER — AERATE EXISTING SOIL BACKFILL -_III IIiI I1I I -111 -111 -I = EXISTING SUBGRADE 7' 2X APPLY FERTILIZER TABLETS DURING TREE INSTALLATION. PLACE TABLETS BETWEEN TOP AND MIDDLE OF ROOT MASS. MULTI —5TEM TREE DETAIL 4" 5AUCER RIM 111 3" MULCH ON TOP (WHEN NECESSARY). SAUCER SHALL BE UNIFORM AND NEATLY CONSTRUCTED. SAMTER HOMES 580 Trinity Lane N St. Petersburg, Florida 33716 -1200 Phone: (727) 573 -1338 SHEET DESCRIPTION: I I, ,I III, ,l I, �,I I Imo! 1 =,,I I Iii I- , — EXISTING 5U86RADE PALM STAID I NO AND PLANT I NO DETAIL O 0 0 0 O 0 0000 O O 0 0 0 ° go 3" MINIMUM MULCH 0 0 ° rho o O 0 0 500 AERATE EXISTING — III —III 5011. BACKFIL.L — III — III —III —) 1 =1I1 =1 -1. G EXISTING 5011- X - APPLY FERTILIZER TABLETS DURING PLANT INSTALLATION. PLACE TABLETS BETWEEN TOP AND MIDDLE OF ROOT MASS. SHRUB PLANTING DETAIL SPACE PLANTS 24" ON CENTER 24" 1 I'D STACSGER ROWS OF PLANTS GROUND COVER 5FAC I NC DETAIL TREE BARRICADE WHY A BARRIER? I. TO PROTECT ALL THE ABOVE GROUND PROTIONS OF THE TREE FROM DAMAGE. 2. TO PROTECT SOIL NEAR TREE FROM COMPACTION AND PREVENT ROOT DAMAGE. 3. TO PROVIDE PHYSICAL AND MENTAL ANARENE55 OF TREE'S PRESENCE TO EQUIPMENT OPERATORS AND CONTRACTOR5 TO MAKE IT R�RK 1. PLANT NO HEAVY EQUIPMENT INSIDE BARRIER; ONLY HAND LABOR. 2. PLACE NO CONSTRUCTION MATERIAL OR SOIL DEPOSITS INSIDE BARRIER AREA. BY OBSERVING THESE TWO SIMPLE RULES A TREE'S CHANGE FOR SURVIVAL 15 GREATLY IMPROVED 1 SPEr IFIrATION5 OF INSTALLING A BARRIER I. MINIMUM RADIUS TO BE PROTECTED: A. PINES - DRIPLINE OR 61, WHICHEVER IS GREATER. B. ALL OTHER TREES INCLUDING HARDWOODS, 2/3 OF THE DRIPLINE OR 6' WHICHEVER 15 6REATER. 2. METHOD OF ERECTION (SEE DIAGRAM) A. MINIMUM HEIGHT OF UPRIGHTS VIAND NO LE-55 THAN 2" X 2" LUMBER. B. UPRIGHTS SHOULD BE SPACED AT NO MORE THAN 4' - 5' INTERVALS. G. HORIZONTAL MEMBERS OF NO LE-55 THAT I" X 2" LUMBER. BEFORE PERMIT I. BARRIERS ARE TO BE ERECTED AROUND ALL TREES 4" DBH AND GREATER TO REMAIN. THIS MUST BE DONE BEFORE CONSTRUCTION, GRADING, OR ANY TREES ARE REMOVED. 2. BARRIERS ARE TO REMAIN IN PLACE UNTIL ALL PAVING AND CONSTRUCTION AREA DONE AND HEAVY EQUIPMENT 15 OUT OF THE AREA. 3. TREES 4" DBH AND GREATER THAT ARE LOCATED HITHIN 10' OF THE LOT UNDER GON5TRUCTION SHALL ALSO BE PROTECTED BY A BARRICADE. R �Jn TREETOPS II LANDSCAPE SPECIFICATIONS & DETAILS PLAN � � f A. V X 2" X 2" B. 12" C,.4' -5' D. I" X 2" COPIED OR �ERMISSiON �UNG. INCA L FULL DRIPLINE FINES 1" C + � QI ON -TJ -J00 116 NQT N+LID UN�SS SIGN�EcD-- &- .+E- Gd�OSSFD BY A KE STERED P AIDSCAPE ARCHITECT ' \ f NO. I DATE •ter �. f 0 T C fi JOB NO. LA -3 sHT OF ..�. F.B. & PG. ®�s DATE: 08 -05 -05 REVISIONS APM BY